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NCG020483_COMPLETE FILE - HISTORICAL_20120504
STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT N0. /v DOC TYPE 0'HISTORICAL FILE ❑ MONITORING REPORTS DOC DATE ❑ J YYYYMMDD t LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. i MAILING: P.O. BOX 1 1 90 • Kr17Y HAWK, NC 27949 PHYSICAL: 8460 CAIZATOK HWY, -• SUITE 202 • POWELLS POINT, NC 27966 �. PHONE: 252.491.2125 • FAX: 252.491.2285 • EMAIL: OFFICF(PLANDMARKENG.NF..T I May 4, 2012 Ms. Ashley L. Rodgers Assistant State Mining Specialist NCDE&NR Land Quality Section �1612 Mail Service Center LI,G Raleigh, NC 27699-1612 Re: East Coast Abatement Company, 1ne-- Hancock Creek Mine Number 6_"fownship; C-raven-Coun y Mining Permit Modification package submittal bear Ms. Rodgers: T� f [ Lae- 7 ' On Behalf of, •ast Coast Aement Coma c., Landmark Engineering & Environmental, N.C.. (l..andmark), submr s or your review and approval, revisi-ans requested in your letter dated August 29, 201 1 for the above referenced site. These are as follows: it .) 4 copies of the revised flans (sheets C I and C2) i .) 4 copies of a revised Project Narrative, including responses to each item. 3.) 4 copies of an Operation and Monitoring Plan. Thank you for your time and attention to this matter. If you have any questions or require additional information please contact n1c at (252) 491-2125. Respectfully submitted, Landmark Engineering & Environmental, P.C. Victor E. White, P.E. 2 cc: Mr. Rick Webb4ast Coast Abatemeht Company;, c LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. MAILING: P.C. I3OX 1 '1 90 • KI'ITY HAWK. NC 27949 PHYSICAL: 8460 CARATOKE HWY. -- SUITE 202 - POWELI,S POINT, NC 27966 PHONE: 252.491.2125 • FAX: 252.491.2285 • EMAIL.0F1=I(I-0LANDA1A11KF:VG.hLT Ta#eway_„ L.LC. Hancock Creek Kline ,_ z = SG •- Project Narrative July 15, 2011 (Revised May 1, 2012) The above referenced project is an active mine which is located at 1521 Highway 101 in Havelock, Craven County, North CarolinS L8s'�y The purpose of this project and submittal is as follows: 1.) To provide the North Carolina Department of Environment & Natural Resources with a site map of the mine area, including showing ;stockpile areas on site, (these stockpiles will not be used as beneficial fill.). 2.) To request that these stockpile areas be allowed as part of the Mining Permit Modification. It is important to note that there-wi4i is no "processing" of materials onsite with the possible exception of crushing, (concrete, asphalt, brick), prior to stockpiling. These materials are stockpiled for resale only as recycled materials. As stated above these recycled materials will not be used as beneficial fill in any mine reclamation activities. 3.) To file a Mining Permit Modificatioage with Land Quality for proposed disturbance of three areas totalin ✓/1.49 adres of disturbance with in the existing mine property. These area are as foIIort-s� •7 A.) A disturbed area of 49,213 square feet for a proposed earthen interior haul road connecting the 2 mining areas. This is to allow heavy equipment, Excavators, Bulldozers, etc. to be moved between the 2 mining areas with out being loaded on a flatbed trailer and towed in order to be moved between the 2 mining areas, utilizing NC 1-lighway 101. This disturbance will also have a stream crossing as shown on the attached plans. Please advise on any other required permits iron] other agencies to ensure that prior to C07fruction of e haul road, all necessary permits are obtained. 4V4141&41O r,' -- r'0,-) B.) A disturbed area of 15,863 square feet -to•provide an emergency overflow spillway for an existing area of impounded water associated with the mine. This area currently has no means of preventing overtopping during extreme storms, such as a hurricane with the exception of infiltration into the groundwater. The proposed emergency spiliway.will incorporate Rip -Rap and filter fabric. The: following are responses to the items detailed in your letter ul'August 29, 2011: 1.) '['his has been revised on the mine neap. The permitted area is listed as 48.95 Acres, and the affected area is listed as 35.97 Acres. The dilTerence between this number and what we had discussed is the inclusion of the 1.23 acres for the proposed interior haul toad. 2.) Construction entrances have been added at each entrance onto NC Highway 101. 3.) Revised/Corrected on Mine Map 4.) Revised/Corrected on Mine Map 5.) Revised/Corrected on Mine Map, (this was originally done to agree with what was filled out on a previous Mining Permit Modification Form). 6.) Added detail and cross-section along with a prolile of proposed haul road to Drawings. 7.) Berms are installed and vegetated as shown, and furthermore will not be disturbed during either existing or proposed mining activities. 9.) Request made; on previous paste of Revised Project Narrative. 9.) Not Applicable as the level spreader has been removed as per conversation with Mr. Thom Edgerton, The Emergency spillway as row shown is only to prevent uncontrolled overtopping during a severe storm. (hur7rieanc)event. No overtopping would occur during any de -watering activities, as a minimum freeboard of two feet from the low point of the berm top would not even he approached during any de -watering, activities. 5 10.) Added ore Mine Map and detail shown on sheet C2. 11.) Sce attached Ope ati hand Monitoring Plan. �� t I 1 Iz 12.) Mr. Webb is currently workingtivit � Mr. on"i Edgerton of the Division of Water uality to coordinate all acl itional necessary perms s, I, de -watering, ctc.). Z j - ?�w 13.) Mr. Webb has nt with Mr. 'Thom I:;dgerton and Mr. Roberto Sheller of the Division of Water Quality on site. It is my understanding that Mr. William Wescott ofUSACOIv�.S�� ,unable.to attend this meeting. I do believe th� r :1ft x has spoken with rr1r, <e- lle- Wescott about the protect. In conversations %v �o`�c proposed project should have n complication wor rn thou �h .he 401 omit oce s ncE co ct p no �.., ' :,� � ' e r ea r . •, i�� pnScA delineation of ie property was unnece. ary. cas a vise, r s i� requrr d f`or zc mining modification permitting process. Hancock Creek Mine i Operations and Ma#itenamd Plan The purpose of this Operations and Maintepence Pln na(O&M Plan) is to provide The operators of the Hancock Creek Mine with a manual that will serve as a guide for efficient operation of the mine and provide the ability to recognize any adverse impacts of de -watering operations, should they occur. This O&M Plan is intended to address the following issues: De -watering Discharge 7 - Groundwater Monitoring , - Wetland/Surface Mon' qg Stormwater and MiWermtt Requments, - Operating Record and Record Keeping Requirements. Site Background �S V, The site is located off of NC Highway 109 in Craven County. The site: also borders Hancock Creektx^ c,p 134 c�• Although the mine has been in operation for some time, currently, the site is not being actively mined due to existing economic conditions and demand . There are two mine areas in the site, a Western Mine Area f (14.42 Acres) and n Eastern Mine Area (18.28 acres). These two mine areas are separated by arr--�e �C4-r L t^ I ributary�-lancock Creek. The eastern mine area has two pits that have been mined for fill material. The smaller is approximately 13,000 sq. ft. and the larger being just over 60,000 sq. ft. in surface area. The water elevation in these mine areas is approximately 8 to 12 feet below the adjacent existing grades. Also present in the Eastern Mine Area are numerous stockpiles of materials. These Stockpiles include areas of dirt, topsoil, sand and gravel, as well as area of brick concrete and asphalt_ None of the latter three types of materials are processed on site1with the exception of crushing, and are for resalefas recycled materials. The Western Mirie Area has one existing mining pit, which is approximately 55,000 s% ft. in surface area. Any future de -watering and mining of these areas will only extend to a depth of 1 8-20 feet below the existing adjacent land surface, which will minimize any adverse groundwater impacts. Excavation is performed in increments as necessary to supply demand for fill materials for clients. De - watering of the excavation only occurs intermittently as necessary to perform active excavation. Excavated material is temporarily s ckpiled in the stockpile_ area and, after adequate drainage, is sold and transported oYsite for use. In accordance with the approved mining permit, as the final edges of the excavation pit are completed, excavation equipment operators will ensure that the final surface slopes, (both above and below the water surface), comply with the specified criteria. A free settling slope will be maintained on the active mining face.until final excavation is complete. Waming signs shall be placed on all sides of the excavation area. In the active mining area, land disturbing activities are accomplished such that all stormwater runoff Ar ref-. m: e- 3 pig• t,Wrol to¢�f W.nocv'►,&I lulr are directed into the mining pit. Drainage from stock pile areas gravity flow into the mining pits directly, or to a swale collection system, whichderrpties into the,larger mining pit vita 15 inch culverts. Any de en ffor� S pumping dischargesyi le, before emptying into the larger mining pi ode watering will % el' be discharged except to a mining pit that has sufficient capacity. to handle thinflow while maintaining proper freeboard, where it can infittrate hack into the groundwater, kp 5"(0't Poi �R.t •M � �'� f Hancock Creek Mine Oper6on and Maintenance Plan Based on pump curve data, it is estimated that the maximum discharge rate for the de -watering operation at the pit is approximately 1,0a0 gpm. Based on a pump run time of 8 hours per day this equates to 480,000 gallons per day. It is likely that discharge rates per day will be less as the pumps will only be used intermittently as demand for material warrants. Withdrawn water from the smaller pit in the Eastern Mine Area is pumped to an energy dissipation swale before ultimately being discharged into the larger pit in the Eastern Mine Area. Where it will infiltrate back into the groundwater. O&M Procedures The following sections discuss O&M procedures to be fol�lq ed fo[ thfe M in Pit activities at the site. A spreadsheet to be used as a (weekiylg ne as, rrpectsro6n ch-ckli�f°ias been provided as Table 1. The general inspection checklists will be maintained in a dedicated folder or file and kept in oonsi^te in a secure area: In additio Ae qualitative inspectionlaf4 anatyYic��dr�sR iai ezo it rgn will be conducted at the proposed overflow spillway of the larger pitAA Stormwater Lf�scharge OutfalF�ua�itative Inspection Monitoring form is attached. The qualitative inspection monitoring form is to be completed weekly and during any storm event greater than 0.10 inches and will be kept on file on site. If no discharge occurs during that period, (which is expected, given the pumping rates, pump run times and receiving pit size), the Form shall be filled out as "no flow." De -watering Discharge If a meter is present it should be read and recorded to document discharge rates. If there is no meter present to monitor discharge rates from the smaller mining pit to the adjacent pit, the discharge shall be estimated based on the de -watering pumps performance curve. This, coupled with run times recorded from the hour meter at the pump shall be used to determine discharge volume, along with the dates and times the de -watering pump is in operation. Groundwater Monitoring If in order to monitor the effects of pumping of the surficial aquifer on the surrounding area, monitoring wells may be installed, based on the infrequency of pu ping and pumping rates, the wells are not proposed at this time. If in the future they are required theThall be installed in accordance with all applicable rules and regulations, located both horizontally and vertically to State Plane coordinates and NAVO 88 elevation respectively, Water levels in the wells would then be measured from the top of the PVC casing monthly and recorded on the weekly inspection checklist, Weflands/Surface water Monitoring The wetland areas as well as surface waters in proximity to the mining pits shall be visually inspected for signs of vegetative stress or abnormality, and water level and flow within the tributary to Hancock Creek shall be measured an a weekly basiE. All observations from the weekly wetland and surface water inspections shall be recorded on the weekly inspection form. I Operation and Maintenance Plan .vls Vk ae Stormwater Qualitative Inspection Monitoring Q e r e k(^ c p �Q, \ O �-�- 4 t 5� Stormwater qualitative inspection monitoring shall be conducted at the overflow spillway J ; — 0" A e r 1Z weekly and during any storm event greater than 0,10 inches. It is anticipated that no discharge will occur Q<eCS O � from either de -watering or typical storm events, however documentation of this fact shall be provided. ,oS,n� Monitoring shall include descriptions and observations made at the overflow spillway and include: Color; 4�rl .�ye�jm odor, clarity; floating solids; suspended solids; foam; oil sheen, indications of sediment deposition; Iar�' S indications of erosion; and any other obvious indication of stormwater pollution. If no discharge occurs for that period, the form shall be filled out as "no flow." All weekly qualitative inspecVnj shall be recorded on rre the attached Stormwater Discharge Outfall (SOO) Qualitative Inspection Monitorii,%orm and kept on file 'M ev-e -o c{ I on site in a secure area. If obvious indications of turbidity, erosion or sedimentation are observed, I1_1k -•t� 1� appropriate actions such as maintenance or other required measures shall be taken to protect the waters +��^ of the state. _ f, �AA % , s 'n4 rr\ Stormwater and Mine De -wafering Analytical Monitoring r � C L" Stormwater analytical monitoring shall be conducted at the overflow spillway se i- nually during a �fS representative storm event or mine de -watering that causes discharge. If no discharge occurs, the State will be notified semi-annually that no discharge has occurred. If required, samples for Settleable Solids and Total Suspended Solids shall be collected and sent to an offsite laboratory for analysis. Field measurements of turbidity shall also be colleted at the outfall during these events. Total Rainfall, Event Duration, and Total Flow shall also be recorded on the Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitoring form. Semi-annual analytical data and rainfall data will be recorded on a Discharge Monitoring Form and kept on file on site in a secure area. If any parreter benchmark is emceeded for a semi-annual event, a Stormwater Exceedence DMM4orm will be forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. If required due to a discharge, analytical results for the semi- annual events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ office by March 1 of the following year. Semi-annual stormwater samples shall be collected between January 1 - June 30 and July I - December 31, with a minimum of 60 days between samplers. In addition to the semi-annual stormwater monitoring, quarterly analytical sampling must be conducted at the outfall to monitor general effluent quality from the de -watering activities, should a discharge occur. Samples are to be collected and analyzed for pH, Settleable Solids, Total Suspended Solids, and Turbidity. Total de -watering volume for the date of sample collection must also be recorded. Quarterly effluent analytical data shall be recorded on a Discharge Monitoring Form and shall be kept on site. However, if any parameter limit is exceeded, or a violation is found for any event, an Effluent Exceedence DMR form will ba forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. Analytical results for the quarterly events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ office by March 1 of the following year. Table 1 Hancock Creek Mine Weekly Inspection Form Date Weather conditions and temperature Operator Pumping Rate Pump Run Time Total De -watering Volume Comments Weekly Precipitation Discharge at Overflow Spillway Comments Wetland and surface water observations Stressed Vegetation Cn, CNN �� Comment Water depth in'TributaryA o ancoc Creek Comments/Notes Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance nu frlliug au dais form, please visit: ham-. ?n.cnr.st tc.nc.uslsull=nrms [)ncuntcnts. un"min firms Permit No.: NICI I_ 11 1 l _I —I or Certificate of Coverage No.: N/ClG/ I I I 1 1^l Facility Name: County: Phone No. �..._ Insnector: hate of Inspection: Time of Inspection: Total Event Precipitation (inches): - Was this a Representative Storm Event? (See information below) ❑ Yes ❑ No Please check your permit to verify if Qualitative Monitoring must be performed during a repmsenrative .storm event (requirements vetry). A "Representative Storm Event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to-i0 consecutive hours of no precipitation — By this signature, i certify that this report is accurate and complete to the best of my knowledge: (Signature of Permitlee or Designee) I. Outfall Description: Outfall No. _ Structure (pipe, ditch, etc.) --T_—, _ ____•-----._-..-- -• Receiving Stream: Describe the industrial activities that occur within the outfall drainage area- _ 2. Color: Describe the color of the discharge using basic colors (red, brown, blue. etc.) and tint (light. medium, dark) as descriptors: 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.)-, Page l of 2 SWU-242-112605 4. Clarity: Choose the number which hest describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 1 2 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: 1 2 3 4 5 7. , Is there any foam in the stormwater discharge`? Yes No R. is there an oil sheen in the stormwater discharge? Yes No 9. Is there evidence of erosion or deposition at the ouefall? Yes No 10. Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe indicative of pollutant exposure. These conditions wnrrant farther investigation. Pages 2 of 2 Urp tit .or \ EISRR %•'l'', ,.;..., I r v. ---'---_ � i i li,i.l��._..:•`. r: S � N•; ; i`!'�7' f !+ j [ I r'`�iIE �1 ��� I� iA r tt "1 �' �, I -'r rr � � �� �1 � [ i i _mow.. q•c F: ' I tE ' !�}I f�1K �'�1`I t '�,� � � ll r •.. � i�' kB�� E P i -- -- Ili ! �.� _: I�,Ig - - - ' - 7 , } it 41 ii U tIt1•Ir � - I I�.:� '`:��' �.:'` i . .E,:•.y'jj�.1111F ,f �� 1� � `e� t� fil . `."yam' . r 1� ' ti •:17i i� ,l• :; i.,!!!� r �� � h`��rl n� ;yl � �•$ �� ---- ww ly ,',.�11� �>t ri 'rP rl �e•a<u no ----- Tit '� .+'�','r� •sus � `� Eir �1 , '. ��� I i I •�'1.', 1 v � .� ,r1 II� i '1, 'e r I•�-`` l �1�1 ' ',.� at 41 amlSOIL EROSION and SMIMENTAION CONTROL PLAN °A"` ""4"�"'^"'"•'m""'°"'`�"'�"" TATEWAY LLC n,w — Towns. c. co ,LANDMARK ENGINEERING A ENVIRONMENTAL, P•C• _A.a?r.m.r . a��w.awrcwr.t,mcc. millIM - eare xuwrc. f f fir.. in I r ' 9 1 �I E! 'h � .I: �;�� . �` _, .ti . f�l;': is ', / - • `s; i it •�. �AMIL jay ]� f �;`� 11,: •• .','•' r `I f: '; �''�`► ill: ,', Up ', y� i ill \`.1 .'\-'. \'-_tiYj r �•'.41,c i1;:SSE, j 111� ��� I I R �.''_ 1.'_; \. • t .\'j,-1 c� pa ! '! it 14 I: NIN, t. Lir Iq I I�il I�I�i,�•r f I' I fT , j i it 1 , ' DETAH. SH[ik7 NI,TA'rFwAY LLC t ` aMFR uM m.,M► [an+t munTr NOR,11 CrMd.l«. j4r1fARK ENGINEERING & ENVIRONMENTAL P.C. V ewrmewesras.. esorsc,onru. emw.su �.snce. • r, "t��•,p` , � , e.o � � ww.a......cu. - MIr KK�,i• i X4-0 LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. MAILING: P.O. Box 1 19Q - KI'I-rY HAWK, NC 27949 PHYSICAL: 8460 CARATOKL HWY. -- Sul ru 2O2 - POWELLS POINT, NC 27966 PHONE: 252.491.2125 - FAX: 252.491-2285 - EMAIL: UFRCFPLANC)MARhEVG.NE.T T May 4, 2012 Ms. Ashley L. Rodgers Assistant State Mining Specialist NCDE&NR Land Quality Section 1612 Mail Service Center j� y LLL Raleigh, NC 27699-1612 ra` r ` 1 i Re: --'Fast Coast Abatement Company, l- Hancock Creek Mine _ Number_0_T.ownship,-Graven-County Mining Permit Modification package submittal � LC. Dear Ms. Rodgers: 7.— On Behalf of, 'ast Coast Abatem�Coniac., Landmark Engineering & Flryiron mental, P.C., (Landmark), subml s or your review and approval, revisions requested in your letter dated August 29, 2011 for the above referenced site. These are as follows: 1.) 4 copies of the revised Plans (sheets C1 and C2) 2.) 4 copies of a revised Project Narrative, including responses to each item. 3.) 4 copies of an Operation and Monitoring Plan. Thank you for your time and attention to this matter. if you have any questions or require additional information please contact me at (252) 491-2125. Respectfully submitted, Landmark Engineering & Environmental, P.C. Victor E. White, P.E. cc: Mr. Rick WebbKEast Coast Abateme�, rat Company, Me LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. MAKING: P.O. BOX 1 190 • KHTY HAWK, NC 27949 PHYSICAL: 8460 CARATOKE= HWY. -- SUITF 202 - POWELI,S POINT. NC 27966 PHONE:252,491,2_12.5 • FAX: 252-491.2285 • EMAIL: 0FFICI_eLANDK4A1'tKF.NG-NET Tateway, L.L.C. - Hancock Creek Mine -- z -S-- - SG "Ler-02-01-8Y Project Narrative July l 5, 2011 (Revised May 1, 2012) The above referenced project is an active mine which is located at 1521 Highway 101 in Havelock, Craven County, North CarolinS Z-9r1,7i , The purpose of this project and submittal is as follows: 1.) To provide the North Carolina Department of Environment & Natural Resources with a site map of the mine area, including showing stockpile areas on site, (these stockpiles will not be used as beneficial fill.). 2.) To request that these stockpile areas be allowed as part of the Mining Permit Modification. It is important to note that there-"44 is no "processing" of materials onsite with the possible exception of crushing, (concrete, asphalt, brick), prior to stockpiling. These materials are stockpiled for resale only as recycled materials. As stated above these recycled materials will not be used as beneficial fill in any mine reclamation activities. 3.} To file a Mining; Permit Modifcatio age with Land Quality for proposed disturbance of three areas totalin � .49 res of disturbance with in the existing mine property. These area are as fol to 7 A.) A disturbed area of 49,213 square feet for a proposed earthen interior haul road connecting the 2 mining areas. This is to allow heavy equipment, Excavators, Bulldozers, etc. to be moved between the 2. mining areas with out being loaded on a flatbed trailer and towed in order to be moved between the 2 mining areas, Utilizing NC Highway 101. 'I'his disturbance will also have a stream crossing as shown on the attached plans. Please advise on any other required permits from other agencies to ensure that prior to co ctiun of e haul road, all necessary permits are obtained. oq�4 p j� r+ z • o.-� J:Zer . B.) A disturbed area of 15,863 square feet -to provide an emergency overflow spillway for an existing area of impounded water associated with the mine. Ibis area currently has no means of preventing overtopping during extreme storms, such as a hurricane with the exception of infiltration into the groundwater. The proposed emergency spillway will incorporate Rip-Rap.and filter fabric. The iollowing.arc responses to the items detailed in your letter of August 29, 2011: 1.) "Phis has been revised on the mine map. The permitted area is listed as 48.95 Acres, and the al"lected area is listed as 35.97 Acres. The difference between this number and what we had discussed is the inclusion of the 1.23 acres for the proposed interior haul road. 2.) Construction entrances have been added at each entrance onto NC Highway 101. 3.) Revised/Corrected on Mine Map 4.) Revised/Corrected on Mine Map 5.) Revised/Corrected on Mine Map, (this was originally done to agree with what was filled out on a previous Mining Permit Modification Dorm). 6.) Added detail and cross-section along; with a prolile of proposed haul road to Drawings, 7.) Berms are installed and vegetated as shown, and furl hermore will not he disturbed during either existing or proposed mining activities. R.) Request made on previous page of Revised Project Narrative. 9.) Not Applicable as the level spreader has been removed as per conversation with Mr. Thom Edgerton.. The Emergency spillway as now shown is only to'prevcnt uncontrolled overtopping during a severe storm, (hurricane)cvent. No overtopping would occur during any de -watering activities, as a minimum freeboard of two feet from the low point of the bean top"would not even be approached during any de -watering activities. 10.) Added on Mine Map and detail shown on sheet C2. I �[ 11.) See attached Ope ati and Monitoring Plan. i 14 d, �� Ct ru y �o Lktov)[61-�I.-Agertoi 'u L� Rnof 12.) Mr. Webb is currently working -with Mr. of the DivisWater Quality to coordinate all ional necessary pen, 1, de -watering, ctc.). Z _ ?� 1 3.) Mr. Webb has Ma with Mr. Whom Edgerton and Mr. Roberto Sheller ofthe Division of Water Quality on site. It is my understanding that Mr. William Wescott of USACOE w'Is- ,unable.to attend this meeting. I do believe the _ � as spoken with �� �,�tr, S(�c Pfer 7 Wescott about the project. In conversations %vi 'i dtoo�c proposed project �� shot Id have n complication wor to x thou h :he 401 eripit 1 oce s and? co � c pro J, delineation of�ie property was unnece, ary. eas a vi5c i s i�."re lutr d Fo c mining modification permitting process. Hancock Greek Mine Operations and Maintenam6 Plan r The purpose of this Operations and Maintenance Plan(O&M Plan) is to provide The operators of the Hancock Creek Mine with a manual that will serve as a guide for efficient operation of the mine and provide the ability to recognize any adverse impacts of de -watering operations, should they occur. This O&M Plan is intended to address the following issues: - De -watering Discharge T - Groundwater Monitoring , - Wetland/Surface Mom ��;� - Stormwater and Mir l�emlit RequAments, - Operating Record and Record Keeping Requirements. Site Background .SJ��� The site is located off of NC Highway 101 in Craven County. The site also borders Hancock CreektAk, cW4p Q Although the mine has been in operation for some time, currently, the site is not being actively mined due to existing economic conditions and demand . There are two mine areas in the site, a Western Mine Area l (14.42 Acres) and n Eastem Mine Area (18.28 acres). These two mine areas are separated by an-�+e p �Vo-YX e ' 1 Q ributar;Wancock Creek. The eastern mine area has two pits that have been mined for fill material. The smaller is approximately 13,000 sq. ft. and the larger being just over 60,000 sq. ft. in surface area. The water elevation in these mine areas is approximately 8 to 1.2 feet below the adjacent existing grades. Also present in the Eastern Mine Area are numerous stockpiles of materials. These Stockpiles include areas of dirt, topsoil, sand and gravel, as well as area of brick concrete and asphalt. None of the latter three types of materials are processed on sitewiththe exception of crushing, and are for resateps recycled materials. The Western Mine Area has one existing mining pit, which is approximately 55,000 sq. ft. in vn Jy Gi11f re-(. surface area. Any future de -watering and mining of these areas will only extend to a depth of 18-20 feet ry?ir+Z below the existing adjacent land surface, which will minimize any adverse groundwater impacts. Excavation is performed in increments as necessary to supply demand for fill materials for clients. De- N'rt &l watering of the excavation only occurs intermittently as necessary to perform active excavation. Excavated material is temporarily stpckpiled in the stockpile area and, after adequate drainage, is sold and transported otAsite for use. In accordance with the approved mining permit, as the final edges of the excavation pit are completed, excavation equipment operators will ensure that the final surface slopes, (both above and below the water surface), comply with the specified criteria. A free settling slope will be maintained on the active mining face until final excavation is complete. Warning signs shall be placed on all sides of the excavation area. In the active mining area, land disturbing activities are accomplished such that all stormwater runoff are directed into the mining pit. Drainage from stock pile areas gravity flow into the mining pits directly, or to a swale collections stem whichddmpbes into the larger mining pit via 15 inch culverts. Any dePen�yg,f orb' + _ Y tf,`T�Lk1�hl�Z 1i�'! pumping dischargesti few before emptying into the"larger mining pide-Qn e ¢ watering will goer be discharged except to a mining pit that has -sufficient capacity to handle the inflow while �y 1 maintaining proper freeboard, where it can infiltrate back Into the groundwater. . AP % f % On 5,,'A'I i ccl Hancock Creek Mine Operation and Maintenance Plan Based on pump curve data, it is estimated that the maximum discharge rate for the de -watering operation at the pit is approximately 1,000 gpm. Based on a pump run time of 8 hours per day this equates to 480,000 gallons per day. It is likely that discharge rates per day will be less as the pumps will only be used intermittently as demand for material warrants. Withdrawn water from the smaller pit in the Eastern Mine Area is pumped to an energy dissipation swale before ultimately being discharged into the larger pit in the Eastern Mine Area. Where it will infiltrate back into the groundwater. O&M Procedures The following sections discuss O&M procedures to be followed fat tt M,O�n� Pit activities at the site. A spreadsheet to be used as a (weeklvlgnaral anpect�on cli�cklisi'as been provided as Table 1. The general inspection checklists will be maintained in a dedicated folder or file and kept in onsite in a secure area. 5 In additio Ae qualitative inspectionfan* ana I dis arge rnonitorin wiltl (be conducted at the proposed overflow spillway of the larger pitAA Stonmwater lscharge Ou all c�ua itative Inspection Monitoring form is attached. The qualitative inspection monitoring form is to be completed weekly and during any storm event greater than 0.10 inches and will be kept on file on site. If no discharge occurs during that period, (which is expected, given the pumping rates, pump run times and receiving pit size), the Form shall be filled out as "no flow," Ae-watering Discharge If a meter is present it should be read and recorded to document discharge rates. If there is no meter present to monitor discharge rates from the smaller mining pit to the adjacent pit, the discharge shall be estimated based on the de -watering pumps performance curve. This, coupled with run times recorded from the hour meter at the pump shall be used to determine discharge volume, along with the dates and times the de -watering pump is in operation. ¢ Groundwater Monitoring If in order to monitor the effects of pumping of the surficial aquifer on the surrounding area, monitoring wells may be installed, based on the infrequency of py ping and pumping rates, the wells are not proposed at this time. If in the future they are required the hall be installed in accordance with all applicable rules and regulations, located both horizontally and vertically to State Plane coordinates and NAVO 88 elevation respectively. Water levels in the wells would then be measured from the top of the PVC casing monthly, and recorded on the weekly inspection checklist. WetlandslSurface water Monitoring The wetland areas as well as surface waters in proximity to the mining pits shall be visually inspected for signs of vegetative stress or abnormality, and water level and flow within the tributary to Hancock Creek shall be measured on a weekly basis. All observations from the weekly wetland and surface water inspections shall be recorded on the weekly inspection form. Operation and Maintenance Plan V i 5 J t�©vim , ro r 1 .`q q�Cr' e r CL I.-+ s Qt ��; C, ff\c- I O n Lw t~ CJt Stormwater Qualitative inspection Monitoring Qe t O Stormwater qualitative inspection monitoring shall be conducted at the overflow spillway weekly and during any storm event greater than 0.10 inches. It is anticipated that no discharge will occur ale 0 t from either de -watering or typical storm events, however documentation of this fact shall be provided. n-,05 CQr Monitoring shall include descriptions and observations made at the overflow spillway and include: Color; c; C�� `• fn odor; clarity: floating solids: suspended solids; foam; oil sheen, indications of sediment deposition, ►'?�C�1 �� indications of erosion; and any other obvious indication of stormwater pollution. If no discharge occurs for V ' ( ` that period, the form shall be filled out as "no flow." Ail weekly qualitative inspecynshall be recorded on rr the attached Stormwater Discharge Outfall (SDO) Qualitative inspection Monitors Kg, orm and kept on file Fit' -a r on site in a secure area. If obvious indications of turbidity, erosion or sedimentation are observed, appropriate actions such as maintenance or other required measures shall be taken to protect the waters (' of the state. _ j t k. j Stormwater and Mine De -watering Analytical Monitoring ..� P �^ n t C P S S C-,r ! � � Stormwateranalylical monitoring shall be conducted at the overflow spillway semi nually during a�"S�/rS representative storm event or mine de -watering that causes discharge. If no discharge occurs, the State will be notified semi-annually that no discharge has occurred. If required, samples for Settleable V � Solids and Total Suspended Solids shall be collected and sent to an offsite laboratory for analysis. Field measurements of turbidity shall also be collected at the outfall during these events. Total Rainfall, Event Duration, and Total Flow shall also be recorded on the Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitoring form. Semi-annual analytical data and rainfall data will be recorded on a Discharge Monitoring Form and kept on file on site in a secure area. If any pa eter benchmark is Exceeded for a semi-annual event, a Stormwater Exceedence DM orm will be forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. If required due to a discharge, analytical results for the semi- annual events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ office by March 1 of the following year. Semi-annual stormwater samples shall be collected between January 1 - June 30 and July I - Oecember 31, with a minimum of 60 days between.samplesi. in addition to the semi-annual stormwater monitoring, quarterly analytical sampling must be conducted at the outfall to monitor general effluent quality from the de -watering activities, should a discharge occur. Samples are to be collected and analyzed for pH, Settleable. Solids, Total Suspended Solids, and Turbidity. Total de -watering volume for the date of sample collection must also be recorded. Quarterly effluent analytical data shall be recorded on a Discharge Monitoring Form and shall be kept on site. However, if any parameter limit is exceeded, or a violation is found for any event, an Effluent Exceedence DMR form will be forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. Analytical results for the quarterly events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ office by March 1 of the following year. Table 1 Hancock Creek Mine Weekly Inspection Form Date Weather conditions and temperature Operator Pumping Rate Pump Run Time Total De -watering Volume Comments Weekly Precipitation Discharge at Overflow Spillway Comments Wetland and surface water observations Stressed Vegetation CDC p IN �� Comment Water depth in Tributary,�lo aricocCreek Comments/Notes Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For greidance an filling out this forth, pleuse visit; ham:// 2c�.cnr states nc.uslsulFnrm� [?��cuntints.htruitr ii+ tin rrt� Permit No.: Facility Name: County: Inspector: Date of Inspection: Time of Inspection: Total Event Precipitation (inches): or Certificate of Coverage No.: Phone No. Was this a Representative Storm Event? (See information below) ' ❑ Yes ❑ No Please check your permit to verify if Qualitative Monitoring must be perforated during a representative storm event (requirements vary).. A "Representative Storm Event" is a storm event that measures greater than OJ incites of rainfall and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no precipitation. By this signature, I certify that this report is accurate and complete to the:best of my knowledge: (Signature of Permittee or Designee) 1. Outfall Description: Outfall No. _. Structure (pipe, ditch, etc.) Receiving Stream: Describe the industrial activities that occur within the outfall drainage area: 2. Color:Describe the color of the discharge using basic colors (red, brawn. blue; etc.) and tint (light. medium, dafk) as descriptors: 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells str6ngly of oil, weak chlorine odor, etc.): Page i of 2 SWU-242-1126M 4. Clarity: Choose the number which best describes lite clarity of the discharge. where 1 is clear and 5 is very cloudy: 1 2 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: 1 2 3 4 5 7.. Is there any foam in the stormwater discharge? Yes No 8. Is there an oil sheen in the stormwater discharge? Yes No 9. Is there evidence of erosion or deposition at the ouFfall? Yes No 14. Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant furthcr investigation. Page 2 of 2 Edgerton, Thom From: Jones, Jennifer Sent: Thursday, February 09, 2012 12:33 PM To: Edgerton, Thom Subject: RE: Hancock Creek Mine - Hwy 101 - Craven Co. - 25-56 - NCG020483 Attachments: D00O20912-002. pdf That's ok — thanks! Sounds good on changing them back - thanks! !! d No problem — we are only human and it's hard to check on all these numbers — especially when are not as familiar with them. I went and looked at the permit and it already allows dewatering — see attached. I agree we should use the current permit NCG020483. If you need an 0&M for new activities, that sounds ok to me because DWQ has a precedent for requesting one for a change in activities or expansion of the mine. It does not appear that they have any outstanding fees in RIMS. BB — please add anything if you feel like i am missing something — especially regarding the O&M. Thanks! Jen r File Tasks Queries Administration Help nl �I•aNI' �I w• l�licrasof Office Oul:l.., Miner RO N1 1 1 NGG02 Stuff f�esktop Jenni Envir NCD 1617 512 N • , RS'flowEmail & ad�' Webfl �. 25- Overflow Limit {Comments History Inspections Incidents Enforcements Violatin Outfall Anal;local Limit Qualitative Limit Vehicle Limit Details 1 r Details 2 i Billing ' Events Reg. Activities Affiliati Permit: NCG020483 Version: 3.0 11 Facility: Hancock Creek Mine #25-56 Billing Contact:W� ebb, F County: Craven Address 1: 165 Bay Fee Category; StormwaterMlastewater discharge COCs Address 2: Bill Month; 3 - March Orig Billed: 03J17J2000 City: Moyockj Normal 0 Fast Track 0 Express Review Invoice Type Period Year Period Be in Period End Billing Month Due Date Inv+ PermitAnnual Fee 2012 03101J201 2 02128f2013 March 03J0912012 2012P1 PermitAnnual Fee 2011 0310112011 02f28f2012 March 03111J2011 2011PI PermitAnnual Fee 2010 03J0112010 02J28J2011 March 0129J2010 2010P1 PermitAnnual Fee 2009 03i0112009 02J2812010 March 05f2lf2009 2009PI PermitAnnual Fee 2008 03J01J2008 02J28J2009 March 0512212008 2008PI PermitAnnual Fee 2007 0310112007 0212812008 March 05117/2007 2007P1 PermitAnnual Fee 2006 03J01J2006 02J2812007 March 05J1212006 2006PI PermitAnnual Fee 2005 0310112005 02t2812006 March 05J13J2005 2005PI Peprint Invoice Enter Par Back, Next y Finish From��1 invoices found. µ� Ready ger on, omon, om Sent: Thursday, February 09, 2012 7:52 AM To: Jones, Jennifer Subject: RE: Hancock Creek Aline - Hwy 101 - Craven Co. - 25-56 - NCG020483 Hello, 2 Jennifer Jones Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6379 Fax: (919) 807-6494 Email: jennifer.iones@ncdenr.Bov Website: httl2://portal.ncdenr.org/web/wglws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.** From: Edgerton, Thom Sent: Thursday, February 09, 2012 7:52 AM To: Jones, Jennifer Subject: RE: Hancock Creek Mine - Hwy 101 - Craven Co. - 25-56 - NCG020483 Hello, This is 25-56, sorry! I had taken the 26 from BIMS and also on the 7/14/11 Mining Modification request to change all of the 56's I could find. Please kick me. I will go back and change them all back. When I did the BIMS pull to begin this follow-up review of the additional information as requested by DLR (which incorporates my comments from the August 23, 2011 review), I saw the site was previously permitted as NCG020483 with the same name and similar coordinates. BIMS noted 25-26, so I apologize that I took that number and did not cross check with the data base. You and DLR are correct and BIMS, the Mining Modification Application and I were incorrect. I have gone back in and corrected BIMS, and will make all the other references that I can find. This is an existing operation. The owner, Rick Webb (owner of Heritage One, LLC which will be dissolved due to complications with the joint owner; Tateway, LLC the present owner [Rick Webb states that the name change in 09 was from Heritage One, LLC to Tateway, LLC]; and to complicate this even more Rick Webb's business card and rear truck window advertises, East Coast Abatement Company, Inc., as is noted on the plans [Rick Webb says that he will have that changed].) I had printed the tracking sheet previously, but had not put it all together (lust kick me again to make sure I get it). Can we please start again? So let's say it is 56. This is an existing operation which is separated by Deep Branch. The mining modification request, proposes to add a connector road, crossing Deep Branch. The road is to prevent equipment from being tailored out onto NC 101 in order to access the other side of the operation. 404 & 401 authorizations are required for the crossing of Deep Branch. How do you want to permit the site for 5W/WW (Use the existing permit NCG020483 or what)? I don't want to complicate this anymore than I already have, so please let me know of reasons to do this differently. recommend using the existing NCG020483 and then all that is required is for the mining modification to be issued allowing for dewatering and the road. That way, all that remains are an acceptable 0&M Plan and the 404/401 Authorizations. Please let me know if you need additional information or would like to discuss. Thanks, Thom Thom Edgerton, Environmental Engineer Division of Water Quality Surface water Protection Section Washington Regional Office North Carolina Department of Environment and Natural Resources (252) 948-3963 Office (252) 946-9215 Fax Email correspondence to and from this address ma be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Jones, Jennifer Sent: Wednesday, February 08, 2012 1:36 PM To: Edgerton, Thom Subject: RE: Hancock Creek Mine - Hwy 101 - Craven Co. - 25-56 - NCGO20483 Hey Thom, Is this 25-26 or 25-56? And are we issuing a new permit or is this an already permitted site? Thanks! Jen Jennifer Jones Environmental Engineer NCDENR I DWQ I Stormwater Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 512 N. Salisbury St, Raleigh, NC 27604 Phone: (919) 807-6379 Fax: (919) 807-6494 Email: 'ennifer.'ones ncdenr. ov Website: http.//po,rtal.ncdenr.org/web/wq/ws/su ** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulations.' From: Edgerton, Thom Sent: Friday, February 03, 2012 4:10 PM To: Novak, Gary; Rodgers, Ashley Cc: Dumpor, Samir; Scheller, Roberto; Jones, Jennifer; William.G.Wescott@usace.army.mil Subject: Hancock Creek Mine - Hwy 101 - Craven Co. Hello, Lowther, Brian; Mcclain, Pat; rick@eastcoastdemolition.com; - 25-56 - NCGO20483 FYI (Please see the attached DWQ, Site, Inspection Report for additional information). I have no objection to the permitting of the LQ Mining Permit Modification as proposed. Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department or Environment and Naiisral Resources Alan W. Klimek, P.E. Director Division of Water Quality February 7, 2005 Jerry A Jackson Hancock Creek Mine #25 PO Box 1025 Havelock, INC 28532 Subject: NPDES Stormwater Permtt erage Renewal Hancock Creek Mine 4 5 COC Number NCG0204 Craven County Dear Permittee: In response to your renewal application for continued coverage under general permit NCG020000 the Division of Water Quality (DWQ) is forwarding herewith the reissued stormwater general permit. Please review the new permit to familiarize yourself with the changes in the reissued permit. The general permit authorizes discharges of stormwater and some types of wastewater. You must meet the provisions of the permit for the types of discharges present at your facility. This permit is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between the state of North Carotina and the U.S. Environmental Protection Agency, dated December 6, 1963, The following information is included with your permit package: • A new Certificate of Coverage • A copy of General Stormwater Permit NCG020000 + A copy of a Technical Bulletin for the general permit • Five copies of Discharge Monitoring Report (DMR) Forms - wastewater and Stormwater +. Five copies of Qualitative Monitoring Report Form Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility for compliance with any other applicable federal, state, OF local law, rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit package please contact Ken Pickle of the Central Office Stormwater Permitting Unit at (919) 733-5083, ext.584. Sincerely. for Alan W. Klimek, P.E. cc: Central Files Stormwater & General Permits Unit Files Washington Regional Office tV �]tCnrtr iria North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer Service Intemel: h2o.enr.state.nc.usfsulsiomtwater.html 512 N. Salisbury St. Raleigh, NC 27604 1'AX (919) 733-9612 1-877.623-6748 An Equal OpportunitylAlFrmative Action Emp"r— 50% Recycledll0% Post Consumer Paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director March 17, 2000 Dirt, Inc. Aqn: Jcn'y A. Jackson P.O. Box 1025 Havelock, Not-th Carolina 28532 Adam NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCE Subject: General Permit No. NCG020000 Hancock Creek Mine COC NCO020483 Craven County Dear Mr. Jackson: In accordance with your application for discharge permit received on April 13, 1999, we are forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES general permit. This permit is issued pursuant to the requirements of North. Carolina General Statute 143-215 .1 'and die Memorandum of Agreement between North Carolina and the US Environmentat Protection agency dated December 6, 1983. If any parts, measurement fi-cquencies or sampling requirements contained in this permit are unacceptable to you, you have the right to request an individual permit by submitting an individual permit application. Unless -such. demand is made, this certificate of coverage shall be final and binding. Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If. you have any questions concerning this permit, please contact ANTONIO EVANS, ;it telephone number 919/733-5083 ext. 584. Sincerely, ORIGINAL S,GNED BY WLLIAM C. MILLS Kerr T. Stevens cc: Washiugtun Regional Office Central Files aStormwater and!General Permits Unit.,Files 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919.733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCGO20000 CERTIFICATEQF COVERAGE No. NCG020483 STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM PROCESS WATER RECYCLE SYSTEMS DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Dirt, Inc. is hereby authorized to discharge.mine dewatering and stormwater from a facility located at Hancock Creek Mine L5 Miles West of SR 1717 on Hwy. 101 Havelock, NC Craven County to receiving waters designated as Hancock Creek, class SC-NSW-Sw waters, in the Neuse River Basin in accordance with the effluent limitations, monitoring requirements, and other- conditions set forth in Parts I, 1I, 111, IV, V, VI and VII of General Permit No. NCGO20000 as attached. This certificate of coverage shall become effective March 17, 2000. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day Match 17, 2000. ORIGINAL SIGNED BY WILLIAM C. MILLS for Ken''1'. Stevens, Director Division of Water Quality By Authority of the Invironmental Management Commission f Edgerton, Thom r From: Victor White [victor@landmarkeng.net] Sent: Wednesday, May 23, 2012 9:50 AM To: Edgerton, Thom Cc: Diane@eastcoastdemolition.com Subject: Hancock Creek Mine submittal to Ashley Rodgers Attachments: p10015NARR.pdf; p10015COV.pdf Mr. Edgerton, Mr. Rick Webb asked me to email you a copy of the submittal to Ms. Ashley Rodgers, so you can start to look at it prior to recieving your copy from her. Please call me to discuss after you have had a chance to review it. As some of the files are relatively large I will be sending these to you in muitple emails. Thank you for your time and help. Victor White, P.E. Landmark Engineering & Environmental, P.C. 252-491-2125 (office) 252-491-2285 (fax) 252-202-6460 (mobile) i Edgerton, Thom From: Rodgers, Ashley zi 1Z-a�"��' �`-' Yi r- (7 Sent: Wednesday, May-16, 2012 5:32 PM To: Edgerton, Thom Cc: Novak, Gary Subject: 25-56 DLR - Water Quality Review Sheet 2010 Attachments: 25-56 DLR - Water Quality Review Sheet 2010.doc Thom, a� r� s �►-l P� Lim e I just got a resubmittal in for the Hancock Creek Mine in Craven County_ I see in our file that DWQ did not object to our issuing the mod, but since he sent extra copies I wanted to route one to you. They have also submitted a copy of the O&M plan. Could you review and confirm whether everything they've submitted is ok with DWQ? I've attached the old version of the DWQ review sheet in case you want to use it. But email comments would be fine, too, since this is just a resubmit. The Hard copy of the submittal should'be on its way to you. Thanks, Ashley Rodgers Assistant State Mining Specialist NCDENR Land Quality Section 1612 Mail Service Center Raleigh, NC 27699 (919) 707-9220 (919) 715-8801- fax E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 Print this fort to PDF Retum PDF of this form to DLR CO by email, cc DLR RO and DWQ SPU ! MINING PERMIT APPLICATION REVIEW FORM for the DIVISION OF WATER QUALITY 15 5ECTIUN TU BE FILLEU UU I BY ULK: Project Name: Hancock Creek Mine DLR Permit #: 25-56 County: Craven Address: Victor White (consultant) email: office a@landmarkeng-net YES NO Date, Commencing Is this mine a new mine? r f r7o Permit issued 5115/98 Have land disturbing activities started? Date? r 7. 5/15/98 Latitude:34.8764 Longitude:-76.8583 Please return comments to (at DLR CO): Ashley Rodgers Comments due by: August 26 2011 SECTION BELOW TO BE FILLED OUT BY DWQ: Is the RO concerned that the operation, as proposed, would violate standards of water quality? Comments: Watershed/Stream Name & Classification: DWQ Compliance Status of Mine: YES NO NPDES requiredi ar F permit yji zn� NPDES permit existing? I— (Permit # ) r 1f en.NPDES permit ,s not required, still concerned about wetland:degradation by dewa#ering? Should permittee contact DWQ RO immediately? (e.g. to schedule a site visit if r , RO Contact Name: r mine has already begun digging or is Contact Reason: dewatering without DWQ permit) A'Y�fL X 401 Wetland Cert require y -0 ''I';��.-- ...5 2 . ±V;i�7C., r a'•�r. f3 ..�kN. A 4 401 Wetland Cert. existing? Permit # r DoesDWIt ,Q RO currentlyhave:enough;� information to det�erimnp e�f�401+ _# ' Ce6tlflcatlonris' re uiwd? 1 fh q Print this form to PDF Rotum PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU YES NO Are wetlands disturbed at this site? Does DWQ RO suspect or know of nearby r r wetlands to the site? Is a wetland delineation required prior to r ' By: ,E-UD or Consultant r- DWQ issuing the permit? t_-Onsite? Or �Offsite? Stream Determination Needed? r r Stream Determination Completed? `F D Does DWQ RO need a statement that no wetlandsistreams are disturbed r r for this project from applicant? Buffer Determination Needed? Buffer Determination Completed? r r Recycle system permit existing?* 'er Permit # New Recycle System permit required?* Enough information to determine? Non -discharge permit existing?* ir!�Permit # Will wastewaters discharge to HOW waters r r 7Q10 Unknown (permittee determine): r with a 7Q10=0? ** Flow: l— Has Violation r O&M Requirements Does DWQ require DLR to hold the permit (e.g. so DWQ can review it further or r ' HQW/7Q10 Concerns r Other. Reason: r� because DWQ requires more information)? RO contact: Hold Until: Mine must wait to dewater until an O&M r i-- plan is approved? *The NPOES SW and WW ermit NCG020000 covers closed-loo recycle systems, designed to exclude all stonnwater run-off from the system and operate at or below two -feet of freeboard. These systems maybe permitted by a Non -discharge Recycle System Permit from the Aquifer Protection Section LAPS). OR may instead be permitted under NCG020000 to eliminate an additional permit. Recvcle systems that do not meet those criteria are considered discha►aina systems. and are subiect to the NCG020000 discharce permit. To obtain 7Q10 flows, permittees must contact the DWQ Stormwater Permitting Unit_ If DWQ does not have a Bow estimate for a specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS_ 919-571-4043, for more information on obtaining a 7Q10 Bow. USGS will not determine a 7Q10 Bow for tidally influenced water bodies. Reviewed by: DWQ RO Surface Water: Regional Office: RO Aquifer Protection Section: Regional Office SPU DWQ Central Office Reviewer (if applicable): Date: Date: I Edgerton, Thom From: Edgerton, Thom Sent: Thursday, February 09, 2012 3:06 PM To: Novak, Gary; Rodgers, Ashley Cc: Dumpor, Samir; Vinson, Scott; Jones, Jennifer; Lowther, Brian; Mcclain, Pat; 'rick@eastcoastdemolition.com'; 'William.G.Wescott@usace.army. mil'; Scheller, Roberto Subject: FW: Hancock Creek Mine - Hwy 101 - Craven Co. - 25-56 - NCG020483 Attachments: NCG020483 - Hancock Creek Mine - 25-56 - Tateway, LLC - 02022012.pdf FYI Please disregard the previous message in order to reduce the confusion. The DLR Mining Permit Number of the project is 25- 56, not 25-26 as previously presented. The attachment has been updated as well. I apologize for the complications and please let me know if you need additional information. Thanks, Thom Thom Edgerton, Environmental Engineer Division of Water Quality Surface water Protection Section Washington Regional Office North Carolina Department of Environment and Natural Resources (252) 948-3963 Office (252) 946.9215 Fax Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exemnl by statute or other regulation. From: Edgerton, Thom Sent: Friday, February 03, 2012 4:10 PM To: Novak, Gary; Rodgers, Ashley Cc: Dumpor, Samir; Scheller, Roberto; Jones, Jennifer; Lowther, Brian; Mcclain, Pat; 'rick@eastcoastdemolition.com'; 'William.G.Wescott@usace.army.mil' Subject: Hancock Creek Mine - Hwy 101 - Craven Co. - 25-56 - NCG020483 Hello, FYI (Please see the attached DWQ, Site, Inspection Report for additional information). I have no objection to the permitting of the LQ Mining Permit Modification as proposed. Jenn: I am not sure if you are interested in this project, but I have copied you regarding all other DLR Mine Reviews (Please let me know if you need additional information). Brian, The owner stated that Tateway, LLC is the permittee. (I saw in RIMS that you had made the previous updates.) I tried to make a few updates in BIMS, in order for the inspection report to reflect the correct information and prior to forwarding the report to the permittee. Please let me know of any difficulties that these changes may cause and I will be glad to help get you any information needed to go through the proper procedure of updating information in SIMS, regarding NCG020483. Jenn and Brian, I have no objection to NCGO20483 permitting this operation as proposed and will help the owner of Tateway, LLC, Rick Webb (252) 232-7740 toward an approvable 0&M Plan. (Mr. Webb states, that he does not have a present need to dewater, but that he would like to obtain the approvals needed.) Ashley, I stated that I would update you following the site visit. Roberto Sheller, WaRO-DWQ-401 (252) 948-3940 says that the project as proposed should have no complications working through the 404/401 processes. The PCN process has been explained to Rick Webb. The short version; when a complete PCN application package is logged in, the 60 day clock will begin and as presented, complications are not expected. Then with 404 and 401 authorizations, the downstream connecting road paralleling the power easement may be constructed. (William Wescott, USACE (910) 251-4555, was unable to attend yesterday.) Again, I have no objection to the issuance of the mining permit modification. Please let me know if you need additional information. Thanks, Thom From: Edgerton, Thom Sent: Friday, January 27, 2012 1:49 PM To: Rodgers, Ashley; Novak, Gary Cc: Scheller, Roberto Subject: FW: Hancock Creek Mine - Hwy 101 - Craven Co. Hello, FYI - This is just an update on the DWQ project status reporting. A 404/401 onsite meeting with the owner is scheduled for Thursday, February 2, 2012. 1 told the owner, Rick Webb (757) 675- 0205 that we would be at the site from between 10:30 to 11:00 am - until; to discuss the project's wetland and waters of the state permitting. William Wescott, Washington Corps representative will help us (DWQ and the Owner) better determine the scope of project. The plan is to start with the stream crossing, as well as to delineate any other areas that the owner would like, while we are there. Then based on impacts, the owner can better decide what he wants to permit. I will keep you posted as additional information becomes available. Anyone interested in attending is welcome. Thanks, Thom From: Edgerton, Thom Sent: Thursday, January 19, 2012 2:50 PM To: Scheller, Roberto Subject: FW: Hancock Creek Mine - Hwy 101 - Craven Co. Hey, I spoke to Victor White (252) 491-2125 yesterday which is looking forward to our visit. I told him that you were going to try to get the Corps Rep. to meet us out there, so that we could accomplish as much as possible, hopefully with just a single meeting. Please let me know when is good for you to make the site visit. Thanks, Thom From: Edgerton, Thom Sent: Tuesday, January 17, 2012 1:50 PM To: Scheller, Roberto Subject: Hancock Creek Mine - Hwy 101 - Craven Co. Hello, Last week you said,that you wanted to do a ride -by prior to my response to the owner. Please let me know when you would like to make the road trip? Thanks, Thom Thom Edgerton, Environmental Engineer Division of Water Quality Surface Water Protection Section Washington Regional Office North Carolina Department of Environment and Natural Resources (252) 948-3963 Office (252) 946-9215 Fax Email correspondence to and from this address may be sublect to the North Carolina Public Records Law and may be disclosed to third parties unless the content Is exempt by statute or other regulation. Compliance Inspection Report ,Permit: NCG020483 Effective: 01/01/10 Expiration: 12/31/14 Owner: TatewayLLC SOC: Effective: Expiration: Facility: Hancock Creek Mine #25-56 County: Craven 1521 Hwy 101 Region: Washington Havelock NC 28532 Contact Person: Richard C Webb Title: Phone: 252-232-7740 Directions to Facility: System Classifications: Primary ORC: Certification: Phone: Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 0210212012 Entry Time: 09A5 AM Exit Time: 01:00 PM Primary Inspector: Thom Edgerton Phone: 252-946-6481 Secondary Inspector(s): Roberto Scheller Phone: Reason for Inspection: Other Inspection Type: Compliance Evaluation Permit Inspection Type: Mining Activities Stormwater Discharge COC Facility Status: ■ Compliant ❑ Not Compliant Question Areas: Storm Water (See attachment summary) Page: 1 Permit: NCG020483 Owner - Facifity: Taloway LLC Inspection Date: 02/02/2012 Inspection Type: Compliance Evaluation Reason for Visit: Other Inspection Summary: Rick Webb, President of Tateway, LLC (252) 232-7740 (Note: previous owner contact was noted as Jerry Jackson of Heritage One, LLC, although the ownership was actually joint ownership with Mr. Webb. Also Please Note: A plan error, listing the owner as East Coast Abatement Company, Inc., will also be updated to Tateway, LLC, per Mr. Webb). The site owner Rick Webb met Thom Edgerton, (252) 948-3963 (NGG02 General NPDES SW review and O&M Plan approval contact) and Roberto Scheller (252) 948-3940 (401 Wetland Certification process contact), onsite to review DWQ Surface Water Permitting Requirements. The proposed plan was reviewed and I see no complication continuing stormwater, wastewater & process water (SW/WW/PW), regulation through this existing NPDES SW/WW/PW mine dewatering permit. The owner, Rick Webb is to present a Pumping Operation & Monitoring Plan (O&M Plan) to Thom Edgerton via email: thom.edgerton@ncdenr.gov.(or by mail: DWQ - Surface Water Protection Section, 943 Washington Square Mall, Washington, NC 27889 and/or feel free to contact me with any questions at (252) 948-3963). Approval notification of the O&M Plan will be distributed to all interested parties when granted. NO WASTEWATER DISCHARGE (mine dewatering) may occur prior to notification of O&M Plan approval, as well as the REQUIRED, appropriate Division of Land Quality Mining Permit, APPROVAL. Mining permit questions may be directed to Gary Novak (252) 948-3860 or Ashley Rodgers, El (919) 733-4574. PCN approvals are required by both the DWQ and the US Army Corps of Engineers prior to construction of connector road through the wetlands. Contact Roberto Scheller, DWQ - 401 for additional information (252) 948-3940 and William Wescott, USACOE (910) 251-4555, for additonal information. have no objection to the proposed permitting of this project, nor to the continued operation, as allowable with the active permits. Please Contact Thom Edgerton with questions or for additional information (252) 948-3963. Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑ ■ # Were all outfalls observed during the inspection? ■ ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑ ■ # Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑ ■ Comment: The Owner Rick Webb (252) 232-7740 met onsite to discuss DWQ Surface Water requirements for permitting the operation based on the permit modification proposal, as presented for the LQ Mining Permit. Page: 2 Edgerton, Thom From: Edgerton, Thom Sent: Thursday, February 09, 2012 2:47 PM To: 'rick@eastcoastdemolition.com' Cc: Dumpor, Samir; Vinson, Scott Subject: General NPDES SWMlW Permitting and O&M Plan, Requirements and Guidance Attachments: Basic Example of an Operation and Monitoring Plan - xxx - Mine - 02062012.docx; Example - O&M Plan Acceptance. pdf Hello, I said that I would forward you additional information regarding the NCG020000 NPDES SW/WW permit (NCG02 or Mine Dewatering Permit), examples of accepted Pumping Operation and Monitoring Plans (0&M Plans), as well as the program requirements. Please go to the following link to find the information: http://portal.ncdenr.org/web/wq/ws/su/npdessw Yes! That is a lot of information. So use these directions to get directly to the specific permit requirements of your operation (you may want to print this message to get you right to specifics for mining): *After clicking on the link listed above *Scroll down and click on the "General Permits" tab *Scroll down to the "NCG020000" (NCG02) and click to view the "Permit Text" (in order to view the 38 pages of the permit coverage and requirements. You should likely save the link as a favorite and print the text as reference). When finished with the permit text and closing the link, move to the right to see the "Technical Bulletin" (This two page document may also be beneficial as a reference). *Close the "Technical Bulletin" link and go back up and click on the "Monitoring Forms" tab and *Scroll down to the "Qualitative Monitoring form" (visual inspections). You may want to print the form (As the form, is likely one of the most important aspects of the general NPDES SW/WW program. As I mentioned, "the program is a mindset". This meaning that an operation which follows the permitting requirements, minimizes expenses, as well as minimizes the potential for negative impacts to the waters of the state). For added convenience, the "Qualitative Monitoring Form", the same form as listed above may be accessed by clicking the following link: . NPDES StormwaterlNCG'slmine reviews\Mines\Hancock Creek Mine - 25-56 - Tateway, LLC - NCG020483 - Craven Co,Qual-Monitoring-Form-20081126-DWQ-SPUf11.pdf *An excellent reference for consistency and to be used as a guide while completing the visual inspections can be found by clicking on the link located to the right of the "visual monitoring form" referenced above, by clicking on the "Qualitative Monitoring Guidance" link. For added convenience the guidance document (the same guidance document as referenced above) can be accessed by clicking the following link: K: NPDES Stormwater\NCG's\mine reviews\Mines\H_a_ncock Creek Mine - 2S-56 - Tatewa_y, LLC - NCG020483 - Craven Co\Qual-Monitoring-Guide-20080618-DWQ-SPUf 11.pdf *The additional forms needed to comply with the "NCG02, general SW/WW permit" can also be found by scrolling further down on the "Monitoring Forms" tab. Attached to this message are two examples of O&M Plans that have been accepted. The basic O&M Plan example has been stripped in order to be used a general example of an accepted project. The second example was in pdf format, so please disregard the specifics. The attached are being presented as guidance examples only. Therefore, your improved O&M Plan may not resemble either of these, although may still be determined as an acceptable O&M Plan. Also, your project is located within a coastal county and may require State Stormwater (SSW) Permitting. In order to determine if SSW permitting is required, please contact Scott Vincent, Environmental Engineer— DWQ— Surface Water Protection Section at (252) 948-3848 to discuss your project. (SSW permitting is triggered at 10,000 SF of impervious area. Impervious areas include haul roads, processing areas, etc.) Please contact me with any questions or comments. Thanks, Thom Thom Edgerton, Environmental Engineer Division of Water Quality Surface Water Protection Section Washington Regional Office North Carolina Department of Environment and Natural Resources (252) 948-3963 Office (252) 946-9215 Fax Email correspondence to and from this address may -be sublect to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. OPERATION AND MONITORING PLAN Owner XXX Mine XXX County Operator: XXX Facility Name: XXX Mine The XXX Mine is located approximately X miles XXX of XXX in XXX County. The Mine Permit area is XXX acres which includes the access road of XXX acres, mine excavation area of XXX, unexcavated buffer area of XXX acres, and stockpile area of XXX acres. The mine will have a depth of XX feet at surface elevation of XXX MSL (upper end) and a depth of XXX at surface elevation XXX MSL (lower end). The bottom elevation will be set at XXX MSL. An intermittent stream is located greater than XXX along the XXX side of the XXX Mine with closest wetlands being XXX from the pit area. DESCRIPTION AND OPERATION OF THE XXX MINE DEWATERING ACTIVITIES: Excavation activities will begin along the pit boundary at the lower end of the field near the woods in the XXX end of the mine where a XXX' x XXX' x XX' deep (approximately XXX acres) dewatering pond will be excavated (see mine map last updated on XXX). The pond will be provided with X horizontal to 1 vertical slope to the normal water level and X horizontal to 1 vertical from waterline to bottom of pond along the outside slope (see cross section of Pit). The dewatering pond will be wet mined with no dewatering taking place. A XX" gravity flow drain pipe will be set with top of pipe at XXX' below the ground elevation at the edge of the dewatering pond. A stilling basin with level spreader will be constructed at the discharge end of the XX" drain pipe (see detail of stilling basin and level spreader). The dewatering pond will act as a recharge system to any wetlands along the XXX area below the pond. The pond will have a capacity of approximately XXX cubic feet of total storage and discharge from the pond will flow into the wetlands closest to the stilling basin and level spreader. A XX' wide berm will be left along the inside edge of the dewatering pond. The berm will have a minimum of X to 1 slopes. Once the dewatering pond has been excavated, mining will begin in the area just upslope of the berm in a XXX direction. The water pump that will be utilized is a XX" pump with a capacity of XXX gallons/minute on the low side. The intent is not to exceed XXX gallons on any given day which will be approximately XX hours of pumping time per day. The pump intake will have a float so the intake will be near the water surface at all times. Please note that mining will take place when the demand is there for the material mined. There could be times when weeks or months go by with no mining or dewatering activities taking place. The water pump will be placed near one of the ends of the dewatering pond (see attached pump location map) with the pump discharge pipe discharging near the end of the pond. The depth from ground surface to the normal groundwater table, in the area of the pond, is approximately XX' which will result in XX' of storage above the normal ground water table which results in around XXX cubic feet of storage above the water table. Stormwater from the field upslope of the pit will naturally drain into the pit. Any other storm water runoff will drain from the field the way it has always drained. Monitoring: All stormwater and wastewater discharges within the permitted boundary associated with land disturbing activities shall be monitored, analyzed and reported as required by the NPDES General Permit No. NCG020000. The intent of the permit is to minimize potential negative impacts to water quality. The mine operator shall keep a copy of all records related to inspections, reports, etc. regarding stormwater/wastewater and provide these records to the Division of Water Quality as required by the General Permit. The BMP Controls shall be inspected, at least weekly and within 24 hours following a storm event which produces a discharge. All maintenance of these BMP measures shall be documented. The maintenance shall include, but is not limited to, good house keeping, repair of measures, stilling basin clean outs, replacement of sediment filled rip rap, etc., as necessary to prevent downstream impacts. If sediment enters the wetlands or other negative impacts are observed, operations shall cease, the Division of Water Quality shall be notified, and adequate preventative measures shall be promptly implemented in order to correct the problem, prior to resuming the operation. NCDETR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary December 8, 2011 To: Edward L. Mann, Sr., Public Works Director Dare County 1018 Driftwood Drive Manteo, NC 27954 Subject: Dare County Construction and Demolition Debris Landfill with On -Site Borrow Pit — Mining Permit Expansion Modification Application The Division of Land Resources Permit No: 28-24 The Division of Water Quality — General StormwaterNPDES Permit No.: NGG020596 Pumping Operation and Monitoring Plan Notice of O&M Plan Acceptance Dear Mr. Mann: The Division of Water Quality's (DWQ) Washington Regional Office (WaRO) requested additional information regarding the Pumping Operation and Monitoring Plan (O&M Plan) that was received on October 4, 2011. The revised O&M Plan was then received on October 27, 2011. The O&M Plan has been noted as complete (see the attached). Therefore, this letter serves as notification that the O&M Plan requirement has been satisfactorily accomplished. Should there be any questions, please do not hesitate to contact me at (252) 948-3963 or via email at thom.edge rtonAncdenr.gov. Sincerely, )klzr" � n- Thom Edgerton Environmental Engineer Cc: (By electronic files): Mathew F. Colone, PG, CDM, Camp Dresser & McKee, Raleigh, NC Judy Wehner, Assistant State Mining Specialist, CO - Division of Land Resources Pat McClain, PE, Regional Engineer, Land Quality Section -WaRO Gary Novak, LQS - WaRO DWQ -- WaRO - NCGO20596 File (copy) Al Hodge, Regional Supervisor, DWQ - WaRO Samir Dumper, PE, DWQ - WaRO Jennifer Jones, Environmental Engineer, CO - SWPU North Carolina Division of Water Quality Internet www,nowatercualityorr 943 Washington Square Mall Phone: (252) 948-6481 Washington, NC 27889 FAX: (252) 948-9215 An Equal Opportunity/Afrrrmative Action Employer — 50% Recycled110% Post Consumer Paper One NoirthiCarolina Naturally Dare County C&D landfill Borrow Pit Operations and Maintenance Plan The purpose of this Operations and Maintenance Plan (O&M Plan) is to provide the Dare County C&D Landfill staff with a manual that will serve as a guide for efficient operation of the C&D Landfill Borrow Pit and provide the ability to recognize any adverse impacts of dewatering, should they occur. This 0&M Plan is intended to address the following issues: ■ Pump Maintenance and Recording, • Groundwater Monitoring, ■ Wetlands Monitoring, • 5tormwater and Mining Permit Requirements, ■ Operating Record and Recordkeeping Requirements, Site Background The site is located in a relatively remote area of mainland Dare County. The existing borrow area is surrounded by wetlands and prior converted cropland currently utilized for agriculture. The entire Dare County site is bounded on the east by U.S. Highway 264 and on the other three sides by the Alligator River National Wildlife Refuge. The existing borrow area has been in operation since 1995 to provide cover soil for the active C&D landfill. The existing excavation started approximately 150 feet south of the canal adjacent to Cub Road, to minimize the effects of groundwater flow changes on the C&D landfill groundwater monitoring system, and has continued to be performed at an average of 18-20 feet below ground surface extending south toward Grouse Road (See attached Sheet C-1). Excavation is performed in increments as necessary to supply base fill, daily cover, and cap construction for the C&D landfill. Dewatering of the excavation occurs as necessary. Excavated material is temporarily stockpiled in the stockpile area and, after adequate drainage, is used at the C&D landfill site. In accordance with the approved mining permit, as the final edges of the excavation pit are completed, excavation equipment operators will ensure that the final below water table surface slopes comply with the specifications outlined above. A free settling slope will be maintained on the active face until final excavation is complete. Warning signs are placed at the four corners of the excavation area. In the mining area, land disturbing activities are accomplished such that all stormwater runoff are directed into the mining pit. Drainage into the southern mining pit (Mining Excavation Pit 3)'drains north where it is pumped into Mining Excavation Pit 2. Mining Excavation Pit 2 gravity drains into Mining Excavation Pit 1. All water discharged from Mining Pit 1 gravity drains from the discharge of Mining Pit-1 and flows west along Cub Road. At the intersection of Cub Road and Bear Road, drainage is directed north and discharges from the property at the intersection of Bear Road and Gadwell Road. Two surface drainage ditches drain the P\D— C—nt0795M--Pa OdM PI.,T-wad Dare Barlow PROM Plan Fina1,i02INIt da , Dare County C&D Landfill Borrow Pit Operation and Maintenance Plan stockpile area. Sedimentation basins are constructed in each of the two ditches to treat stormwater and soil drainage. Based on pump curve data, it is estimated that the maximum discharge rate for the dewatering operation at the pit is approximately 1,200 gpm or 1.7 MGD. It is likely that discharge rates are typically lower than 1,200 gpm and vary based on head. Withdrawn water from the current excavation (Pit 3) is pumped to an adjacent pit and ultimately discharges to a series of canals on site, as described above. O&M Procedures The following sections discuss O&M procedures to be followed for the borrow pit activities at the site. A spreadsheet to be used as a weekly general inspection checklist has been generated based on the following activities. The weekly inspection checklist is provided as Table 1. The weekly general inspection checklists will be maintained in a dedicated folder or file and kept in the scale house. In addition, as required in the Mining Permit, qualitative inspection and analytical discharge monitoring will be conducted at the outfall from Mining Pit 1 to the canal. A Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitoring form is attached. The qualitative inspection monitoring form is to be completed weekly and during any storm event greater than 0.10 inches and will be kept on file'n the scale house. If no discharge occurs during that period, the form should be filled out as "no flow." Pump Maintenance and Recording There is no meter present to monitor discharge rates from the borrow pit to the adjacent pit, however, there is an hour meter at the pump. Pumping rates vary as head fluctuates, but the pump is never turned off. In the event of interruption or variation from the typical pumping rate and time, County staff shall record time that pump was not active and describe reason for inactivity on the weekly inspection checklist. Groundwater Monitoring In order to monitor the effects of prolonged pumping of the surficial aquifer on the area surrounding the borrow pit, 4 new monitoring wells have been installed (Well-1 through Well-4). The wells were surveyed to State Plane coordinates and NAVD 88 elevation, Well locations are shown on the attached Wetlond Flog Location Map. Water levels in the wells are to be measured from the top of the PVC casing quarterly. All water measurements shall be recorded on the corresponding weekly inspection checklist. Wetlands Monitoring The wetland areas adjacent to the borrow pit have been flagged and mapped (see attached Wetlond Flag Location Map). These areas and the adjacent ditches are to be visually inspected for signs of vegetative stress or abnormality and water level/flow within the ditches on a weekly basis. All observations from the weekly wetland inspections shall be recorded on the weekly inspection form. 1-2 P. Z... OG ty' 17657aw— PE OUI Pl.n;R a Oaue 6JIIOU PR OLM Pl--F-1_1020011 aO Dare County C&D Landfill Sorrow Pit Operation and Maintenance Plan Stormwater Qualitative Inspection Monitoring Stormwater qualitative inspection monitoring shall be conducted at the outfall from Mining Pit 1 weekly and during any storm event greater than 0.10 inches. Qualitative inspection monitoring shall include descriptions and observations made at the outfall and include: Color; odor; clarity; floating solids; suspended solids; foam; oil sheen; indications of sediment deposition; indications of erosion; and any other obvious indication of stormwater pollution. If no discharge occurs for that period, the form shall be filled out as "no flow." All weekly qualitative inspections shall be recorded on the attached Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitoring form and kept on file in the scale house. If obvious indications of turbidity, erosion or sedimentation are observed, perform maintenance as necessary. Stormwater Analytical Monitoring Stormwater analytical monitoring shall be conducted at the outfall from Mining Pit 1 semi- annually during a representative storm event that causes discharge. Samples for Settleable Solids and Total Suspended Solids shall be collected and sent to an offsite laboratory for analysis. Field measurements of turbidity shall also be collected at the outfall during these events. Total Rainfall, Event Duration, and Total Flow shall also be recorded on the Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitoring form. Semi-annual analytical data and rainfall data will be recorded on a Discharge Monitoring Form and kept on file in the:scale house. However, if any parameter benchmark is exceeded for a semi-annual event, a Stormwater Exceedence DMR form will be forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. Analytical results for the semi-annual events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ office by March 1 of the following year. Semi-annual stormwater samples shall be collected between January 1—June 30 and July 1— December 31, with a minimum of 60 days between samples. Mine Dewatering Discharge Analytical Monitoring In addition to the semi-annual stormwater monitoring, quarterly analytical sampling must be conducted at the outfall to monitor general effluent quality from the dewatering activities. Samples are to be collected and analyzed for pH, Settleable Solids, Total Suspended Solids, and Turbidity. Total dewatering volume for the date of sample collection must also be recorded. Pump volume can be estimated from pump hour recordings from Table 1 and pump curves, Quarterly effluent analytical data will be recorded on a Discharge Monitoring Form and will be kept on file in the scale house. However, if any parameter limit is exceeded, or a violation is found for any quarterly event, an Effluent Exceedence DMR form will be forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. Analytical results for the quarterly events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQoffice by March 1 of the following year, �f- PX)*re CwmV-179521B rr Pt O&M PIan+Remaa Dale Balo+. Pot OEM Planj L1037$011.000, 1-3 Dare County CBD Landfill Borrow Pit Operation and Maintenance Plan Quarterly mine dewatering samples shall be collected from the outfall as follows: • Q1 between January 1 and March 31, • Q2 between April 1 and June 30, • Q3 between July 1 and September 30, • Q4 between October 1 and December 31. F, r P.�Oai�-Cwny.1795T6enav P1 O&M 801— PRO&M Pun_F-1-1027201 : o 1-4 Date General Weather Conditions Landfill Representative Borrow Pit Discharge Pump (to be monitored weekly) Pump Hours Pump Running Table 1 Dare County C&D Landfill Borrow Pit Weekly Inspection Form Comment: Y 1 N Comment: Operational comments: (has pump operation remained constant since previous week and if not why) Groundwater Monitoring Wells (Elevations are required to be monitored quarterly) Well TOP Dooth to IMator From Ton = MW-1 M5 - - MW-2 8.62 - MW-3 4.58 MW-4 536 Wetlands and Surface Water Observations (to be monitored weekly) Stressed Vegetation Y 1 N Comment: Water/Flow in Ditches Y / N Comment: Other Comments/Observations GW Elevation Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling oul thhis form, please visit: h a/h2o.enr.statc.nc.us/tier/Dorms laoeumcnts.htrnf<ntiscforms Permit No.: NICI I I l l l l l Facility Name:— Countv: Inspector: Date of Inspection: Time of Inspection: Total Event Precipitation (inches): or Certificate of Coverage No,: NICIGI_ITl—l—l_I_I Phone No. Was this a Representative Storm Event? (See infdrmation below) ❑ Yes ❑ No Please check your permit to verify if Qualitative Monitoring must be performed chn-ing a representative storm event (reyuirentents vary). A "Representative Storm Event" is a storm event that measures greater than 0. l inches of rainfall and that is preceded by at leas( 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of• no precipitation. By this signature, I certify that this report is accurate and complete to the best of my knowledge: (Signature of Permittee or Designee) I, Outfall Description: Outfall No. Structure (pipe, ditch, etc.) Receiving Stream: Describe the industrial activities that occur within the outfalI drainage area: 2, Color: Describe the color of the discharge using basic colors (red, brown, blue, etc,) and tint (light, meditun, dark) as descriptors: 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc,): Page l of 2 S'WU .242 . 112608 4. Clarity: Choose the number which best describes the clarity of the discharge, where l is clear and 5 is very cloudy: 1 2 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where I is no solids and 5 is the surface covered with floating solids: 1 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where I is no solids and 5 is extremely muddy: 1 2 3 4 5 7.. Is there any foam in the stormwater discharge? Yes No 8. Is there an oil sheen in the stormwater discharge? Yes No 9. is there evidence of erosion or deposition at the outfall? Yes No 10. Other Obvious Indicators of Storm%vater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe indicative of pollutant exposure. 'These conditions warrant further investigation. Page 2of2 S W U-242-1 12608 / / / Vi COI n 1MC MC�vR / vt iv, ^M •sa}p � .lh � plArli / wrtEE. nc1iAN / / / / / / / 5 / l \ 1 t frW(0 90CC.{ RMIG[ 1� sir `\� -• _ \ \ Ems, V en ]l( Cp IxlCnl �Q Hl. Pclpn 1Y[] M �� fuRs�C1 2 N�nG S�TNC+WCS +W(I�fw LLM iMmh1 .Iq u 1D-r0oi B�r.�• nr�6y (1[ uo welt xm w � A,(n21n4 roc anp wN(YS a n4 n.[[ ^5 >7(hQ! itx w xm 1�� Kw M, !IO PMY x0. I31 L[LL w � a�.ap. ti91 v0 1MIrY Saoi. } Wp>•O A.sr[I [Cw'Ii,i4 VC 4 MAJL utpp ._.�:. M'iems.R GbM pM{( OOalOui ,ro(IoiuC� fh-i M� _ b STjw P:al( t'l W I v gw - \f'` - - -'- _ - - - -----------._---- - - - - -- = a I— -'-'--------------•-'-' _ _ • i -ram, IE _._. _.-._._. w {� [LVii COlW7y .o. Il ,x NORTH CAROL WA •rp. ,...« ..,,� CONSTRUCTION & DEMOLITION DEBRIS LANDFILL �� ^^^•'—^•----- PHASE IV PERMIT DRAWINGS SITEMA� C-1 a.gi E) 'at �Pib[�& Permit: NCG020483 SOC: County: Craven Region: Washington Compliance Inspection Report Effective: 01/01/10 Expiration: 12/31/14 Effective: Expiration: Contact Person: Richard C Webb Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): On -Site Representative(s): Related Permits: Inspection Date: 02102/2012 Primary Inspector: Thom Edgerton Secondary Inspector(s): Roberto Scheller Title: Certification: Owner: Tateway LLC Facility: Hancock Creek Mine #25-56 1521 Hwy 101 Havelock NC 28532 Phone: 252-232-7740 Entry Time: 09:45 AM Exit Time: 01:00 PM Phone: Phone: 252-946-6481 Phone: Reason for Inspection: Other Inspection Type: Compliance Evaluation Permit Inspection Type: Mining Activities Stormwater Discharge COC Facility Status: ■ Compliant Q Not Compliant Question Areas: Storm Water (See attachment summary) Page: 1 Permit: NCG020483 Owner -Facility: Tatewsy LLC Inspection Date: 0210212012 Inspection Type: compliance Evaluation Reason for Visit: Other Inspection Summary: Rick Webb, President of Tateway, LLC (252) 232-7740 (Note: previous owner contact was noted as Jerry Jackson of Heritage One, LLC, although the ownership was actually joint ownership with Mr. Webb. Also Please Note: A plan error, listing the owner as East Coast Abatement Company, Inc., will also be updated to Tateway, LLC, per Mr. Webb)_ The site owner Rick Webb met Thom Edgerton, (252) 948-3963 (NGG02 General NPDES SW review and O&M Plan approval contact) and Roberto Scheller (252) 948-3940 (401 Wetland Certification process contact), onsite to review DWQ Surface Water Permitting Requirements. The proposed plan was reviewed and I see no complication continuing stormwater, wastewater & process water (SWIWWIPW), regulation through this existing NPDES SW/WW/PW mine dewatering permit. The owner, Rick Webb is to present a Pumping Operation & Monitoring Plan (O&M Plan) to Thom Edgerton via email: thom.edgerton@ncdenr.gov (or by mail: DWQ - Surface Water Protection Section, 943 Washington Square Mail, Washington, NC 27889 and/or feel free to contact me with any questions at (252) 948-3963). Approval notification of the O&M Plan will be distributed to all interested parties when granted. NO WASTEWATER DISCHARGE (mine dewatering) may occur prior to notification of O&M Plan approval, as well as the REQUIRED, appropriate Division of Land Quality Mining Permit, APPROVAL. Mining permit questions may be directed to Gary Novak (252) 948-3860 or Ashley Rodgers, El (919) 733-4574. PCN approvals are required by both the DWQ and the US Army Corps of Engineers prior to construction of connector road through the wetlands. Contact Roberto Scheller, DWQ - 401 for additional information (252) 948-3940 and William Wescott, USACOE (910) 251-4555, for additonal information. have no objection to the proposed permitting of this project, nor to the continued operation, as allowable with the active permits. Please Contact Thom Edgerton with questions or for additional information (252) 948-3963. Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑ 0 # Were all outfalls observed during the inspection? ■ ❑ ❑ ❑ # If the facility has representative outfail status, is it properly documented by the Division? ❑ ❑ ❑ ■ # Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ❑ ■ Comment: The Owner Rick Webb (252) 232-7740 met onsite to discuss DWQ Surface Water requirements for permitting the operation based on the permit modification proposal, as presented for the LQ Mining Permit. Page: 2 WO . rs' Ksti, Irk - yC�t i.4!aAQ. � .eid� +•,s :4. r'•i%- r �jrf-�',i31.�u , �� r 1 f�Af� JF (�. �,.'ti��yt ��,., 4 , f �rG�Y• riy, `'� , � ~' ` '" �.s'L�� .'�! � rr. -•cam ' �` Q • 'r � /, �' i+ �' .�" ; i '� - f' 1, ri�'f� Jf �r �//J TFr•ti� f �� _ 0 1 iI 9 - , "'r c..f�'`� i,Sre�, [t�J r •f+ fr f - fr. 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Flf i.■1���� [I�11�_r�� I��_ 1�C �1.., �.1f��111111� !=.. r�.��.E i,. s 1 � f e. `. •i �,� a i'- �'•.� �j• �� � ` 1 •�; � ��1'+l ���- ', �s� . i.MR i O j =�--- ^---��•--'��• .��.'"'.. >�ww�r'�.s�_.�:«�� _...s ti - 7�. ,�� � 1 ,tf �„� 'C� ',:�' �i�.`L � r � - .. r- - � ASK", 5��i �•`S ,ri i .k � 412 ! y,F�s r .- �?AL li:�JQ-'�;+r t1 ,y„ ., r v, / 1• * _ . r _M -4. 40(* k jo. Ir L""W IF - W-A 14, "My PA Ali -Tip jA g k7n a'- 'Y; A', � fib �P'v ' e -- - \ 4 , �`Gic� 'r —W ;� - I - 1., - . ki, v ;7i 'INK , .0 �A \' If 0. LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. MAILING: P.O. BOX 1 190 - KiTT-r HAWK, NC 27949 PHYSICAL-. 8460 CARATOKE HWY. — SUITE 202 - POWELLS POINT, NC 27966 PHONE: 252.491.2125 • FAX: 252.491.2285 - EMAIL:OFFIICE@L.ANDMARKENG.NET Jf�c/1��Ct j 2i5`C.{ 911 4- .ZIy 1 r Z �: �.� i,� ebb 0,0 n t {' -u. `!^--� �+_G--�-� �t 3 rZ +'S ..,e-o r1e:L41B,�. East Coast Abatement. -Go: Inc. -Hancock reek _-MINRIGIFE C E IV ED C 1 � P- 4e , k +{ ort-Q�4 ��7 kd", IO V_>1" 15. Q�f'n� � s I•+e'v %, r c� o Zn Project Narrative July 15, 2011 (Revised November 18, 2011) I h J A N - 3 2012 DWQ-WARD The above referenced project is an active mine which is located at 1521 Highway 101 in 2� �/ti 30 Havelock, Craven County, North Carolina. S ; a; Cdil V:J0,r .t]l„.1-[ The purpose of this project and submittal is as follows: &e ll : �zS?_) Za't (0+4-0• "' 'it�'� � % 1.e.•-�- o provide the North Carolina Department of AV or meA`t �k Aat~ura�esources with a } Tp - p site map of the mine area, including showing stockpile areas on site, (these stock ilesv�ill not be used as beneficial fill.). 21 :-1 �� 0k 1ke10 c7w� tr �7S�I 6-7 S- ozoS 2.) To request that these stockpile areas be allowed as -part of the Mining Permit Modifications kis important to note that there will is no "processing" of materials onsite with the possible exception of crushing, (concrete, asphalt, brick), prior to stockpiling. `These materials are stockpiled for resale only as recycled materials. As stated above these recycled materials will not be used as beneficial fill in any mine reclamation activities. 3.) To file a Mining Permit Modification package with Land Quality for proposed disturbance of three areas total ing,l-49'acres-of disturbance with in the existing mine property. These area are as follows: A.) A disturbed area of 49,213 square feet for a proposed earthen interior haul road connecting the 2 mining areas. This is to allow heavy equipment, Excavators, Bulldozers, etc. to be moved between the 2 mining areas with out being loaded on �" ?,o z a flatbed trailer and towed in order to be moved between the 2 mining areas, - zo,z r 4 �r a�. . a�i o� utilizing NC Highway 101. This disturbance will also have a stream crossing as a.s #=,�r� shown on the attached plans. Please'ad%vise:on any=other-required:permits�from Qw•�--j' �� q_f �R� other agencies to ensure that prior to construction of the haul road, all necessary rr+� o c z�=ro•,.• permits are obtained. tilo�-{ re •r [ �, �,rz�}s as Cde;&1� as noW ' -- t`-Q S123111). B.) A disturbed area of 15,863 square feet to provide an emergency overflow spillway for an existing area of impounded water associated with the mine. This area currently has no means of preventing overtopping, with the exception of infiltration into the groundwater. The proposed emergency spillway will incorporate Rip -Rap and filter fabric. RECEIVED DEC 19 2011 !AN© QUALITY SECTION The following are responses to the items detailed in your letter of August 29, 2011: 1.) This has been revised on the mine map. The permitted area is listed as 44.85 Acres, and the affected area is listed as 3597 Acres. The difference between this number and what we had discussed is the inclusion of the 1.23 acres for the proposed interior haul road. k 2.) Construction entrances have been added at each entrance onto NC Highway 101. o {Gr u 7 3.) Revised/Corrected on Mine Map r, f p F S �-+- +- i� }' +'� QS art 0�1'rc s S i , a fl 4 el rco-11 w c.41 4.) Revised/Corrected on Mine Map 5.) Revised/Corrected on Mine Map (this was originally done to agree with what was filled out on a previous Mining Permit Modification Form) b j ' b.) Added detail and cross-section along with a profile of proposed haul road to Drawings. 7.) Berms are installed and vegetated as shown, and furthermore will not be disturbed during either existing or proposed mining activities. 8.) Request made on previous page of Revised Project Narrative. w. u �t .+U tc 1) �..ti�P� d r- don a �r c.p O q 9.) 41 Asppricabfe ast ie propose de -watering has been removed �at thevfners request )� The Emergency spillway as now shown is only to prevent uncontrolled overtopping during a storm event. 7 10.) Added on Mine Map and detail shown on sheet C2. 11.) Not Applicable as the proposed de -watering has been removed at the owners request. if de -watering is considered in the future a separate Mining Permit Modification will be requested.rg It 12.) It is assumed from our d1seussion these additional permits were required due to the proposed dewatcring request, which has been withdrawn, as we discussed. Please advise if any or all of these permits are still required as part of the proposed interior haul road and associated stream crossing. , r I l St_%.gj va( O� cY r.- 1 jo-n knavkj +(^4%-L r ►S Lo_L, �-evCC ;,pj ` T� S&-rf e�aJ11 L'�l 13.) Please advise why this is required. This has not been a requirement in past modifications ;s Le ;,,a and it is unclear if this is a requirement for the withdrawn de- watering or the proposed eu V-- y interior haul road. If this is a requirement due to the proposed interior haul road, will all wetlands on the property be required to be delineated and then confirmed by the a USACUE, or will it be just the area in the vicunty of the intenor haul road and associated �s5�°" stream crossing. 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Au�l k11 , 4 Now rT Attu IX K4 W JI" -1Y ---�.,. --�-. _-F-,.� �-.,. ram., �,.,, --- <-•-,r--b---.�--..�, ,�.�, 'UP r-t ,"{. iwo". )'ri f','fw! � ��+� 4 �" •I,.� •J���l�+�'�i::��fi� �".,���� � 34. �'i �G� � '��: �JT� J � �� �t � , ' -�F ! `' I � •�'�.T j '; �.i i fir. '4, ►'t �,� r- � ^w ray y _ 4 C y � ,��}�!�_( - t. '1,F `ti' # � !':� ,ri. � a A."•rs e� a ! �. ,. S • 6 .� �..I�FI'LL� �f` `� �C �?r \ p 'i .1 _ A, i; C41�� � .0.w. � . ��i. r`7'Z.�.SY�.L.� �l t •+ •� �,� r �+ !, s 1'`� M� �o ,r . �,,�w/���u �, r A''.. •� 11s.�,;E j u� � �'�i', �,J� . � ; t" '� �f� :' i �� r, t r � f � �� � �--..� tt t � — r.J4 �`°q•-- `may �'- '�;; Hancock Creek Ili i �1 e�'i s t�i 4 t L4. ►: ' K 1 C !� !� _ tit •r„ �' ,w �• } � r .. 1 .�+ � r ,� c `r �` ? � . �i :;�i r � �� 04 �. C �•'` 2 s `e ems' _ ° :ts - /; ��:J /► '�'' -'�« � �- s ,+•� � c� `.� t1 a ��-�_ . - i pP��.. 'r�• r:f _ ��� T-"� / i- �i�.c r Y�' 4 -qfi` �.�,f _f Y�r_ �• `tL Ira, _ , i .+� ��. _� ��:- ^'� % �J�f.� / -� 1. • + �f L:�` ��.�+�... �' � '�' � \ �+ i. . , -ty in J! _� a ` "f.� - _ kt'r T-� ' �� - J t� `. '•t �. -,_ .Y �_ � �•. .� _ � 1 � � +. � r .rk,, c� y' �.+ - pj. r T7e, ` S '� tj /J xl�l 1� ir^ -`.'� yrl , •„' �,• - .� r �_ ry +" ±'1.� it �L1*` 1r�. �f w f lf1 _ 1:3=, �. 3.zb-r,✓�' J' - _`-� �:. � � L � �'i-#is�.�'�� v 1t li ,l t , �, �� + 3 t\ t, i. � •., r, ; -�. 5 {i � 5b � It � '� r� o ",,� �-`� � ~Y"j�t} }�' �� �����`���i�k c''f�' �,. �-. � fr �k"'� t �"� •` � �i� '� - `. Ir� r� ,lrJ T r (� ': • iti _ �� �"�t�C ,�� t C� 1 �� I i" r ����,, I (}�(f�'�� } r; J t ,t a� y ii. � n. �. � ,-�,�,N ,^ „k1 4����( riL � 1� ♦ ';h �{,y._ � � f�'/t �_ t"' t • � f�. f, , ,� .- � � 4�,1 201 � Gaogle �'•�+����' �z � ,' ,yr �;i _ _ _ —�-- - '~ image U_S Geoiagical el IL ijt , � 1 9 lai ;34.868�52° lon `- 8566 9° aiev 161t -�. �- ,,t, dye aft 66 #2 Q-t t Print this form to FUF Return PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU MINING PERMIT APPLICATION REVIEW FORM for the DIVISION OF WATER QUALITY i HIS SEC: l IUN 1 U 13h FILLI= Project Name: Hancock Creek Mine DLR Permit #: 25-56 County: Craven Address: Victor White (consultant) email: office (a)_landmarkeng.net YES NO Date Commencing Is this mine a new mine? r r Permit issued 5/15/98 Have land disturbing activities started? Date? r r 5115/98 4 04' Latitude:34.8764 Longitude:-76.8583 Please return comments to (at DLR CO): Ashley Rodgers Comments due by: August 26, 2011 SECTION BELOW TO BE FILLED OUT BY DWQ: Is the RO concerned that the operation, as proposed, would violate standards of water quality? Not with all approvals. Comments: CAMA (252) 948-3936 notification/approval is required. A 404 Corps (252) 948-1434 Wetland Delineation is required. 404/401 Stream & Buffer Authorizations are required. NCG02 SWIDewaterinq permit is required [DWQ SWPU (919) 807-63001. An O&M Plan (252) 948-3963 is required._ _Asphalt and Concrete Production, each require an additional NPDES SW permit [DWQ S_WPU_(919� 807-63001. Details of storage/processing or of production may be included within the SWIDewaterinq permit application (NOI). Watershed/Stream Name & Classification: Deep Branch - SC Sw NSW DWQ Compliance Status of Mine: OK YES NO �' Potential previous permits from the NPDES permit required? area were rescinded upon owners Lr--- request (NCG020322, NCG020483, NCG020622). r - DWQ SWPU (919) 807-6300 shall be contacted regarding NPDES permit existing? r (Permit # ) SWIDewaterinq, as well as asphalt/concrete production pemitting, if a licabie. r Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR 00 and DWQ SPU If an NPDES permit is not required, is'DWQ still concerned about wetland degradation by dewatering? L NCG02 is required. r�No dewatering is allowable_orior to O&M Plan approval. I~ , RO Contact Name: Thom Edgerton (252) 948•-3963 Should permittee contact DWQ RO Contact Reason: O&M Plan is required. immediately? (e.g. to schedule a site visit if mine has already begun digging or is Also, following the Corps Wetland Delineation and Authorization approval, I — Roberto Scheller (252) 948-3940 shall dewatering without DWQ permit) be contacted for processing the 401 Authorization for approval. 401 Wetland Cert. required? r Roberto Scheller 252 948-3940. 401 Wetland Cert. existing? r Permit # r Does DWQ RO currently have enough information to determine if a 401 -certification is required? y r� r Corp Wetland Delineation and Authorization[ Authorization are re aired. are 4 w Print this form to PDF Retum PDF of this fort to DLR CO by email. cc DLR RO and DWQ SPU YES NO Are wetlands disturbed at this site? rr Proposed. r� Does DWQ RO suspect or know of nearby r r wetlands to the site? Is a wetland delineation required prior to �j 8y:'�,bD or rlConsultant fir- 1 DWQ issuing the permit? ,r Onsite? Or 2Offsite? rl-l' -Min. 3' Order stream and 401 Stream Determination Needed? r Authorization is required (Roberto will be on -site . Stream Determination Completed? Does DWQ RO need a statement that no I✓ Authorizations wetlands/streams are disturbed I— & approvals are for this project from applicant? rt wired_ Buffer Determination Needed? !r CAMA approval (252) 948-3936. r 'i Buffer Determination Completed? I- 5 Recycle system permit existing?* r7Permit # New Recycle System permit required?* r If asphalt/concrete production, r Enough information to determine? additional NPDES Permittingand treatment may agRly (919)807-6300. Non -discharge permit existing?* r�Permit # T Will wastewaters discharge to HOW waters r I r 7Q10 Unknown (permittee determine): r - with a 7Q10=0? ** Flow: i� - ,'Has Violation 1 u O&M Requirements WaRO DWQ Does DWQ require DLR to hold the permit F�j HQW/7Q10 Concerns has no objection (e.g. so DWQ can review it further or Lr] Other. Reason: to Mod. being_ because DWQ requires more information)? RO contact: issued. r , Hold Until: rv__ Contact Thom Edgerton for O&M Mine must wait to dewater until an O&M Plan requirements (252) 948-3963, but I - WaRO has no obiection to the NCG02 plan is approved? beina issued. "The NPDES SW and WW permit NCG020000 covers closed -loon recycle systems, designed to exclude all stormwater run-off from the system and operate_at or below two -feet of freeboard. These systems maybe permitted by a Non -discharge Recycle System Permit from the A uifer Protection Section (APS), OR may instead be permitted under NCG020000 to eliminate an additional permit, Recycle systems that do not meet those criteria are considered discharging systems, and are subiect to the NCG020000 discharge permit. **To obtain 7Q 10 flows, permittees must contact the DWQ Stormwater Pemutting Unit. if DWQ does not have a flow estimate fore specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 flow for tidally influenced water bodies. Reviewed by: DWQ RO Surface Water: Thom Edgerton Regional Office: WaRO Date: 08/23/2011 Print this foram to PDF RO Aquifer Protection Section: Regional Office: SPU DWQ Central Office Reviewer (if applicable): ` x Relum PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU Date: LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. MAILING: P.O. PDX 1 190 • KITTY HAWK, NC 27949 PHYSICAL: 8460 CARATOKE HWY. -- SUITE 202 • POWELLS POINT. NC 27966 PHONE: 252.491.2125 • FAX: 252.491.2285 • EMAIL: OFFICE@LANDMARKENG.NET C A I } ---b ( 0-5, z`��1c ba 34 00744-7to. Q$S 4tr1 brit " .�— 2 s- Sc. P(-C Q 6' 0 u�b1 o.� e%-CI ¢� r4G '%�.Jj Frost Goa-ft AkftpyA Go, .- Hancock reek Mine z CZ 'L a n �- i c�}1Z Ste: n�rv� tl Project Narrative LL(- July 15, 2011 The above referenced project is an active mine which is located at 1521 Highway 101 in Havelock, Craven County, North Carolina. The purpose of this project and submittal is as follows: 1.) To provide the North Carolina Department of Environment & Natural Resources with a site map of the mine area, including showing stockpile areas on site (these stockpiles will not be used as beneficial fill.) 2.) To file a Mining Permit Modification package with Land Quality for proposed disturbance of three areas totaling 1.53 acres of disturbance with in the existing mine property. These area are as follows: A.) A,,disturbed-area of 49,21-3-square-feet for: a-.proposed-interior'haul-.road) connecting=the_2. mining -areas with out having to impact NC Highway 101. This disturbance-will-also.have-a-stream_crossing as shown on the attached plans. Please -advise on-any-otherrequired-pe�mitsSfrom other agencies,to'ensure=that prior-to:construction-ofthe.haul-road, ail=necessaryzpermits:are-obtained. B. A_disturbed"area-of-20-2I4-s uare.feet.associated-with-Te~adin'.of dh-ener .1% n O diss,ipatiowswale foripotential, future_de=watering'operations-associated `with` mining:activity. This grading should improve water quality by Iessening`turbidity of the water produced by future de -watering operations An NPDES�peTrrrit-is h, assumed_to_be_required.prior-to any-deatering operations at-.thejmirie. Please advise:�F:this-isticorrect.and_if any other--permits-will-be-required. C.) .disturbedarea"oftl-,970-square,feet;to.provide.-an overflow=spillway for an existing area of impounded water associated with the mine. This area currently has no means of preventing overtopping, with the exception of infiltration into the groundwater.the proposed:outfall_will:incorporate-,Rip-Rap,-a level_spreaderand, vegetative` -filter. f Central Files: APS_ SWP— _ ' � k { Z- 01117/ 12 Permit Number NCG020483 Permit Tracking Slip Program Category Status Project Type NPDES SW Active Renewal Permit Type Version Permit Classification Mining Activities Stormwater Discharge COC 3.00 COC Primary Reviewer Permit Contact Affiliation aisha.lau p x Jerry -A - Jain Coastal SW Rule 2 % � i L f '-"RPO Box 1025 �� r'^ �r�y �L 610 2- Havelock NC 28532 Permitted Flow V+ d µ S b tA-� ^Zr 0 1 Facility Facility Name Major/Minor Region Hancock Creek Mine #2556 Minor Washington Location Address County NC Hwy 101 Craven rSZI Havelock 1 ~ rsLNCway28532 Facility Contact Affiliation .S R� Owner Owner Name Owner Type ? =O-fwxe = l LLn n-Government Li d P �g nerAffiliation 6oA -L 74,3, Pet 1 Richard C. Weill (7 S7) Z 165 Baxter Es ates RV fZ 4'Z 1 - D7'7o ��•--�� ts$ Moyock NC 27958 DateslE�enots� ,.1 u Z Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 03/17/00 08/06/09 01/01/10 01/01/10 12/31/14 Regulated Activities Requested/Received Events Mine dewatering RO staff report received Mining & material processing RO staff report requested Mining closed loop recycle system Vehicle maintenance 34� 03-) S $ 2 2 r —pr 7� � 7 �, D J outfall 001 '34—, �L . 3 3 — i Z7 `r�a� 7 s.. 5 Waterbody Name Stream Index Number Current Class Subbasin Hancock Creek 27-115 SC;Sw,NSW 03-04-10 � l �.. -,. � _. .. ,r -- � .. __ �- �. � � i� ... ,;� - - ` { i � I { �. ���. .._ i . t '�. Print this form to PDF Return PDF of this form to DLR CO by email, cc OLR RO and DWQ SPU MINING PERMIT APPLICATION REVIEW FORM forthe DIVISION OF WATER QUALITY "Je-w , THIS SECTION TO BE FILLED OUT BY DLR: 7 6&01,t±r Project Name: Hancock Creek Mine DLR Permit #: 25-56 County: Crav+Sn Addfess: Victor White (consultant) email: office(�_)landmarken_q.net YES NO Date Commencing Is this mine a new mine? r , r Permit issued 5/15/98 Have land disturbing activities started? Date? r r 5/15/98 Latitude:34.8764 Longitude:-76.8583 Please return comments to (at DLR CO): Ashley Rodgers Comments due by: 26.2011 SECTION BELOW TO BE FILLED OUT BY DWQ: is the RO concerned that the operation, as proposed, would violate standards of water quality? Not with all approvals. Comments: CAMA (252) 948-3936 notification/aooroval is reauired. A 404 Corps (252) 948-1434 Wetland Delineation is required. 404/401 Stream & Buffer Authorizations are required. NCG02_SW/Dewaterinq.permit _ is required [DWQ SWPU (919) 807-63001. An O&M Plan (252) 948-3963 is required__ Asphalt and Concrete Production, each require an additional NPDES SW permit [DWQ SWPU (919)_807-6300]._Details of storagelprocessina or of production may be included within the SW/Dewaterina permit application (NO0. Watershed/Stream Name & Classification: Deep Branch - SC Sw NSW DWQ Compliance Status of Mine: OK YES NO Potential previous permits from the NPDES permit required? area were rescinded upon owner's D request (NCG020322, N_CG020483 NCG020622). r -DWQ SWPU (919) 807-6300 shall be contacted regarding NPDES permit existing? r (Permit # SW/Dewatering, as well as asphalticoncrete production p_emitting, applicable. Rev September 2010 Print this fora to PDF Return POF of this fora to DLR CO by email, cc OLR RO and DWQ SPU If an NPDES permit is not required, is DWQ No dewatering still concerned about wetland degradation LrfNCG02 is required. is allowable prior to O&M Plan by dewatering? approval. W - RO Contact Name: Thom Edgerton r _ (252) 948-3963 Should permittee contact DWQ RO Contact Reason: O&M Plan is re- uiq -red. immediately? (e.g. to sc6au"1e a,site visit if'- AlsaLfollowingthe Corps Wetland r mine has already begun digging or is ; Delineation and Authorization approval, Roberto Scheller (252) 948-3940 shall dewatering without DWQ permit) be contacted for processing the 401 Authorization for approval. 401 Wetland Cert. required? Roberto Scheller (252) 948-3940. r 401 Wetland Cert. existing? r Permit # r Does DWQ RO currently have enough Corp Wetland information to determine if a 401 � rI Delineation and certification is required? 404 Authorization. - are required. 1 Rev September 2010 y Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU YES NO Are wetlands disturbed at this site? r Proposed. r� Does DWQ RO suspect or know of nearby r , wetlands to the site? :.._ Is a wetland delineation required prior to ��:1- By:-Lr -JD : or r ,Consultant 4. i DWQ issuing the permit? r Orisite?' Or ��Offsitb? ' r -Min. 3`d order stream and 401 Stream Determination Needed? r Authorization is required (Roberto will be on -site). Stream Determination Completed? ED �� Does DWQ RO need a statement that no r -Authorizations wetlands/streams are disturbed r &. approvals are for this project from applicant? required. Buffer Determination Needed? I✓ -LAMA approval (252) 948-3936. E-1� Buffer Determination Completed? r , r Recycle system permit existing?* Permit # New Recycle System permit required?* r -if asphalt/concrete Production,- r Enough information to determine? additional NPDES permitting and treatment may appl919)807-6300. Non -discharge permit existing?* 'L�Permit# rJ Will wastewaters discharge to HOW waters r I r -7Q10 Unknown (permittee determine): r with a 7Q10=0? ** Flow: ltrD Has Violation h ' O&M Requirements �WaRO DWQ Does DWQ require DLR to hold the permit r HQW/7Q10 Concerns has no obiection (e.g. so DWQ can review it further or .r ' Other. Reason: to Mod. being because DWQ requires more information)? RO contact: issued. r� Hold Until: 'Contact Thom Edgerton for O&M_ Plan requirements (252) 948-3963 but Mine must wait to dewater until an O&M r WaRO has no obiection_to the NCG02 plan is approved? being issued. *The NPDES SW and WW permit NCG020000 covers closed -loop recycle systems, designed to exclude ati stormwater run-off from the system and operate at or below two -feet of freeboard. These systems may be permitted by a Non -discharge Recycle System Permit from the Aquifer Protection Section (APS). OR may instead be permitted under NCG020000 to eliminate an additional permit. Recvc)e systems that do not meet those criteria are considered discharaina systems. and are subiect to the NCG020000 discharge permit. **To obtain 7Q10 flows, permittees must contact the DWQ Storm water Permitting Unit. if DWQ does not have a flow estimate fora specific stream, permittees will be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for more information on obtaining a 7Q10 flow. USGS will not determine a 7Q 10 flow for tidally influenced water bodies. Reviewed by: DWQ RO Surface Water: Thom Edgerton Regional Office: WaRO Date: 08/23/2011 Rev September 2010 .• L� Print this form to PDF Retum PDF of this form to OLR CO by email. cc DLR RO and DWQ SPU RO Aquifer Protection Section: Regional Office: Date: SPU DWO Central Office Reviewer (if applicable): Rev September 2010 Compliance Inspection Report Permit: NCG020483 Effective: 01/01/10 Expiration: 12/31/14 SOC: Effective: Expiration: County: Craven Region: Washington Contact Person: Richard C Webb Title: Directions to Facility: System Classifications: Primary ORC: Certification Secondary ORC(s): On -Site Representative(s): Related Permits: Owner: Tateway LLC Facility: Hancock Creek Mine #255 NC Hwy 101 Havelock NC 28532 Phone: 252-232-7740 Phone: Inspection Date: 02102/2012 Entry Time: 09:45 AM Exit Time: 01:00 PM Primary Inspector: Thom Edgerton Phone: 252-946-6481 Secondary Inspector(s): Roberto Scheller Phone: Reason for Inspection: Other Inspection Type: Compliance Evaluation Permit Inspection Type: Mining Activities Stormwater Discharge COC Facility Status: 0 Compliant ❑ Not Compliant Question Areas: ■ Storm Water (See attachment summary) Page: 1 Permit: NCG020483 Owner - Facility: Tateway LLC Inspection Date: 02/02/2012 Inspection Type: Compliance Evaluation Reason for Visit: Other Inspection Summary: Rick Webb, President of Tateway, LLC (252) 232-7740 (Note: previous owner contact was noted as Jerry Jackson of Heritage One, LLC, although the ownership was actually joint ownership with Mr. Webb. Also Please Note: A plan error, listing the owner as East Coast Abatement Company, Inc., will also be updated to Tateway, LLC, per Mr. Webb). The site owner Rick Webb met Thom Edgerton, (252) 948-3963 (NGG02 General NPDES SW review and O&M Plan approval contact) and Roberto Scheller (252) 948-3940 (401 Wetland Certification process contact), onsite to review DWQ Surface Water Permitting Requirements. The proposed plan was reviewed and I see no complication continuing stormwater, wastewater & process water (SWIWW/PW), regulation through this existing NPDES SW/WW/PW mine dewatering permit. The owner, Rick Webb is to present a Pumping Operation & Monitoring Plan (O&M Plan) to Thom Edgerton via email: thom.edgerton@ncdenr.gov (or by mail: DWQ - Surface Water Protection Section, 943 Washington Square Mall, Washington, NC 27889 and/or feel free to contact me with any questions at (252) 948-3963). Approval notification of the O&M Plan will be distributed to all interested parties when granted. NO WASTEWATER DISCHARGE (mine dewatering) may occur prior to notification of O&M Plan approval, as well as the REQUIRED, appropriate Division of Land Quality Mining Permit, APPROVAL. Mining permit questions may be directed to Gary Novak (252) 948-3860 or Ashley Rodgers, El (919) 733-4574. PCN approvals are required by both the DWQ and the US Army Corps of Engineers prior to construction of connector road through the wetlands. Contact Roberto Scheller, DWQ - 401 for additional information (252) 948-3940 and William Wescott, USACOE (910) 251-4555, for additonal information. have no objection to the proposed permitting of this project, nor to the continued operation, as allowable with the active permits. Please Contact Thom Edgerton with questions or for additional information (252) 948-3963. Permit and Outfalls Yes No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑ 0 # Were all outfalls observed during the inspection? 0 ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑ ■ # Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ D Comment: The Owner Rick Webb (252) 232-7740 met onsite to discuss DWQ Surface Water requirements for permitting the operation based on the permit modification proposal, as presented for the LQ Mining Permit. Page: 2 Permit Number NCG020483 Central Files: APS SWP 02/03/12 Permit Tracking Slip Program Category Status Project Type NPDES SW Active Renewal Permit Type Version Permit Classification Mining Activities Stormwater Discharge COC 3.00 COC Primary Reviewer Permit Contact Affiliation aisha.lau Coastal SW Rule Permitted Flow 0 Facility Facility Name Hancock Creek Mine Location Address NC Hwy 101 Havelock Owner Owner Name Tateway LLC Dates/Events NC 26532 Major/Minor Region Minor Washington County Craven Facility Contact Affiliation Owner Type Non -Government Owner Affiliation Richard C. Webb II President 176 Windchaser Way Moyock NC 27958 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 03/17/00 08/06/09 01/01/10 01/01/10 12/31/14 Regulated Activities Requested/Received Events Mine dewatering RO staff report received Mining & material processing RO staff report requested Mining closed loop recycle system Vehicle maintenance Outfall 001 Waterbody Name Stream Index Number Current Class Subbasin Hancock Creek 27-115 SC;Sw,NSW 03-04-10 o�oF W rF,gQG Michael F. Easley, Governor William G. Ross Jr., Secretan rNorth, Carolina Department of Environment and Natural Resources Q �[ Alan W. Unick, P.E. Director Division offWWater Quality February 7, 2005 Jerry A Jackson FEB 2 1 2005 HancockCreek Mine #25 PO Box 1025 DWQ- ARO Havelock, NC 28532 Subject: NPDES Stormwater Permit Coverage Renewal Hancock Creek Mine #25-26 COC Number NCG020483 Craven County Dear Permittee: In response to your renewal application for continued coverage under general permit NCG020000 the Division of Water Quality (DWQ) is forwarding herewith the reissued stormwater general permit. Please review the new permit to familiarize yourself with the changes in the reissued permit. The general permit authorizes discharges of stormwater and some types of wastewater. You must meet the provisions of the permit for the types of discharges present at your facility. This permit is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated December 6, 1983, The following information is included with your permit package: • A new Certificate of Coverage • A copy of General Stormwater Permit NCG020000 • A copy of a Technical Bulletin for the general permit • Five copies of Discharge Monitoring Report (DMR) Forms - wastewater and stormwater • Five copies of Qualitative Monitoring Report Form Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit package please contact Ken Pickle of the Central Office Stormwater Permitting Unit at (919) 733-5083, ext.584. Sincerely, for Alan W. Klimek, P.E. cc: Central Files Stormwater & General Permits Unit Files Washington Regional Office North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Internet: h2o.enr.state.iie.uslsulstormwater.html 512 N. Salisbury St. Raleigh, NC 27604 An Equal OpportunitylAffirmative Action Employer— 50% Recycledl10% Post Consumer Paper One No Carolina atur,111Y Phone (919) 733-7015 Customer Service FAX (919) 733-9612 1-877-023-6749 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCG020000 CERTIFICATE OF COVERAGE No. NCG020483 STORMWATER AND PROCESS WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Hancock Creek Mine #25 is hereby authorized to discharge stormwater and to operate treatment systems and discharges associated with mine dewatering wastewater and process wastewater from a facility located at Hancock Creek Mine #25-26 NC Hwy 101 Havelock Craven County to receiving waters designated as Hancock Creek, a class SC;Sw,NSW stream in the Neuse River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, IV, V, and VI of General Permit No. NCG020000 as attached. This certificate of coverage shall become effective February 7, 2005. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day February 7, 2005 for Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Dirt, Inc. Attn: Jerry A. Jackson P.O. Box 1025 Havelock, North Carolina 28532 Dear Mr. Jackson: NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND_NATURAL RESOURCES March 17, 2000 I. ' MAR 24 2000 WASH P;GTO;i ii�GEr;yAt 4; FIL'E 7WQ Subject: General Permit -No. NCG020000' ------' ---- Hancock Creek Mine COC NCG020483 Craven County In accordance with your application for discharge permit received on April 13, 1999, we are forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated December 6, 1983. If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you have the right to request an individual permit by submitting an individual permit application. Unless such demand is made, this certificate of coverage shall be Final and binding. Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any questions concerning this permit, please contact ANTONIO EVANS at telephone number 919/733-5083 ext. 584. Sincerely, or G WIEIAMJC. MI � SY Kerr T. Stevens cc: Washington Regional Office Central Files Stornrwater and General Permits Unit Files 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper -i• STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCG020000 CERTIFICATE OF COVERAGE No. NCG020483 STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM PROCESS WATER RECYCLE SYSTEMS DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Dirt, Inc. is hereby authorized to discharge mine dewatering and stormwater from a facility located at Hancock Creek Mine 1.5 Miles West of SR 1717 on Hwy. 101 Havelock. NC Craven County to receiving waters designated as Hancock Creek, class SC-NSW-Sw waters, in the Neuse River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, III, IV, V, VI and VII of General Permit No. NCG020000 as attached. This certificate of coverage shall become effective March 17, 2000, This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day March 17, 2000. ORIGINAL SIGNED BY YaLIAM C. MILLS for Kerr'l'. Stevens. Director Division of Water Quality By Authority of the Environmental Management Commission P76- 52'10,00- W� P76- 5 0.00` W, P76- 50- 0.00" W, 5 k. 5, A �4 016 Ar- J., 1 !Ft' Q 2.31 ®R z z C> Lr) O 3%3 v, Me z t C) 420000 FEET z M co LO C�) C� 75230' �640000 FEE 11 1330 1331 1332 5 11 >roduced by the U.S. Geolog Survey — levised by the U.S. Forest S; Ce kreas outside the National Forest System lands May not have been revised GN :ord" by USGS and NOS/NOAA — �Wtare and drainage in pan compiled ft im serfs! photographs tQOY 18 MILS aken 1946. Topography by pianetabk surveys 1948 000 z levhrd from aerial p4atographs taken 1 ",3 and 1994. Partial fIrJd ilheck by U.S. Forest Service 1994. C) CD lorth American Datum of 1927 ORD 2RL.rro).-tion and 10 000-foot tk:ks: kifl�cir-dtii-a coonitr�tewjst_� Jnkwrjal Transverse Mercator grid *As bW-6iww-7zor&FJ000--meter zxw 18, shown in bhw VrM GRID AND 1994 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET cli r otorth American Datum of 1993 04AD 8 'he values of the shift benwen MAD 27 1) is shown by dashed omner ddLa and NAD 83 for 7.5-minute ntersections are obtabmble from Nation J Geodetic Survey NADODN software Non -National Forest System land. the National Forest, Irdwidbigs may exist In other National or State repemdons 076' 52'0,00" 676' 51'1().0()- 076- 50'10.00" V� Name: CHERRY POINT Location: 0340 5X N 076' 51' ail- W Date: 12/23/99 Caption: Stream: Hancock Creek Scale: I inch equals 2000 feet Class: SC-Sw-NSW Basin: 03-04-10 Gopynght (G) 1997, Maplech, Inc. Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, RE, Director Division of Water Quality June 12, 2006 Mr. Jerry Jackson Hancock Creek Mine #25 PO Box 1025 Havelock, NC 28532 Subject: Stormwater General Permit NCG020000 Operations and Maintenance Reminder Hancock Creek Mine #25-26 COC Number NCG020483 Craven County Dear Permittee: Our records indicate that you have been issued a Stormwater General Permit and a Certificate of Coverage for your facility. These permits have specific conditions that must be met in order for you to be in compliance with your permit. It is your responsibility, as the permit holder, to read and comply with the conditions contained in the permit. It is our responsibility, as the issuing authority, to make sure that the operation and maintenance of your facility complies with the conditions contained in your permit. To assist you in complying with these conditions, we are attaching a Technical Bulletin specific to your permit requirements. We are currently in the process of developing our inspection schedule. Therefore, you should have all of your records up to date as we may be contacting you in the near future to set up an inspection of your facility. If you have any questions, please do not hesitate to contact Samir Dumpor, Pat Durrett or myself at (252)946-6481. Si cerely Al Hodge, Supervisor Washington Regional Office Surface Water Protection Unit Encl. CC: WaRO files North Carolina Division of Water Quality Internet .h2o.enr.state. nc.us 943 Washington Square Mall Phone: 252-946.6481 One Washington, NC 27889 FAX 252.946-9215 NorthCaroliina An Equal Opportunity/Affirmafive Action Employer — 50% Recycledli 0% Post Consumer Paper Aaturally NORTH CAROLINA MINING PERMIT APPLICATION AUG 8 2011 DWrZINVA, RO State of North Carolina Department of Environment and Natural Resources Division of Land Resources Land Quality Section RECEIVED AUG 0 2 2011 D QUALITY SECTION 1612 Mail Service Center Raleigh, North Carolina 27699-1612 (919) 733-4574 Revised: January 30, 2008 NOTE: It is recommended that you contact the appropriate Regional Office (see Regional Office listing in the back of this booklet) or the Raleigh Central Office for a PRE -APPLICATION MEETING to discuss your intentions and address any questions. MINING PERMIT APPLICATION REVIEW PROCESS FLOWCHART BEGINNING OF PROCESS Application received by Land Quality Section/ State Mining Specialist Application assigned to Assistant State Mining Specialist Assistant State Mining Specialist/Program Secretary routes application for review and comment - U.S. Fish & Wildlife Service - N. C. Geological Survey - Wildlife Resources Commission - Division of Water Resources - Division of Archives & History - Division of Parks & Recreation - Others as appropriate *All application review comments forwarded to Assistant State Mining Specialist Is application complete? If "YES", Assistant State Mining Specialist drafts the proposed permit action Applicant issues Public Notice - Land Quality Section Regional Office - Division of Air Quality - Division of Water Quality .................................� Review Public Comments; Public Hearing Possible ................................... If "NO", Assistant State Mining Specialist drafts a letter requesting additional information from applicant Additional information from applicant received and routed to/reviewed by Assistant State Mining Specialist and Land Quality Section Regional Office (go to * ) Application & proposed permit action reviewed by State Mining Specialist Is application & proposed permit action complete/acceptable?? If "Yes", the following permit actions are issued by the State Mining Specialist: - Draft Permits - Permit Transfers/Name Changes - Bond Substitutions/Cancellations - Permit Releases - Inactive Renewals - High Airblast Remediation Plans - Non -controversial New Permits - Non -controversial Renewals - Small, Non -controversial Modifications END OF PROCESS If "YES", application & proposed permit action forwarded to and reviewed by Division Director Is application & proposed permit action complete/acceptable?? If "YES", the proposed permit action is issued by the Division Director END OF PROCESS If "No", application & proposed permit action returned to Assistant State Mining Specialist for revision (go to *) For other permit actions, if "Yes", application & proposed permit action forwarded to and reviewed by Land Quality Section Chief Is application & proposed permit action complete/ acceptable?? If "NO", application & proposed permit action returned to State Mining Specialist/ Assistant State Mining Specialist for revision (go to *) If "NO", application & proposed permit action returned to Section Chief/State Mining Specialist for revision (go to *) APPLICATION FOR A [MINING PERMIT NORTH CAROLI[NA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SECTION APPLICATION FOR A MINING PERMIT (PLEASE PRINT OR TYPE) Name of Mine Hancock Creek Mine County Craven Count River Basin Neuse River Basin Latitude (decimal degrees to four places) 34,8728 Longitude (decimal degrees to four places) 76.8564 2. Name of Applicant* Bast Coast Abatement Company __ 3. Permanent address for receipt of official mail** 2530 Centerville Turnpike So. Chesapeake, VA 23322 Telephone (757, 42� 10770 Alternate No. (757) 675-0205 4. Mine Office Address. _ 1521 Highway 101, Havelock, Craven County . Telephone (�54) }.5 - b 16,,; r 5. Mine Manager I C 1-\A 1,a C W+ j- We hereby certify that all tails contained in this Permit Application are true and correct to the best of our knowlcdge. We fully u e any willful misrepresentation of facts will be cause for permit revocation. ** ignatur^ Date rint Name •C 7,VZ-1 { Title * This will be the name that the mining permit will be issued to and the name that must be indicated on the reclamation bond (security) that corresponds to this site. ** The Land Quality Section must be notified of any changes in the permanent address or telephone number. *** Signature of company officer required. G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any supplemental information required by the Department. All questions must be addressed and all required maps provided before this application can be considered complete. Attach additional sheets as needed. RECEIVED AUG 0 2 2011 LAND QUALITY SEC7i0N APPLICATION FOR A MINING PERMIT NOTE: All of the following questions must be thoroughly answered regarding your mining operation for the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map. A. GENERAL CHARACTERISTICS OF THE MINE 1. Answer all of the following that apply: ❑ If this is an application fora NEW permit, indicate the total acreage at the site to be covered by the permit (this is the acreage that the "new permit" fee will be based upon): Of this acreage, how much is owned and how much is leased? Acres owned: Acres leased: Property owner if Ieased: ❑ If this is an application for RENEWAL of a mining permit, indicate the mining permit number and the total (overall) acreage covered by the existing permit: Mining Permit No.: Total permitted acreage (this is the acreage that the "renewal" fee will be based upon)- ® If this is an application for a MODIFICATION to a mining permit, indicate the mining permit number and the total (ove f) acreage covered by the existing permit. Mining Permit No.: 25- 6 Total permitted acreage: 48.85 Does the modification involve acreage within the previously approved permitted boundary? Yes ® No ❑. If Yes, indicate the acreage to be covered by this modification (this is the acreage that the "major modification" fee will be based upon): 48.85 Does the modification involve acreage outside the previously approved permitted boundary? Yes ❑ No Z. If yes, indicate the additional acreage to be covered by this modification: (NOTE: you must complete all of Section F. of this application form entitled Notification of Adjoining Landowners). Of this acreage to be added to the permit, will any portion of this acreage be affected (i.e.: disturbed, ground cover removed) by the mining operation? Yes ❑ No ❑ (If no, a "minor modification" fee of $100.00 is required, despite the "undisturbed" acreage to be added). If yes. indicate the acreage to be affected within the acreage to be added to the permit (the total acreage to be added to the permit is the acreage that the "major modification" fee will be based upon): ❑ If this is an application for TRANSFER of a mining pennit, indicate the mining permit number and the total (overall) acreage covered by the existing permit. Mining Permit No.: 'Total permitted acreage: SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO 13E PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED ABOVE 2. Name of all materials mined: Sand 3. Mining method: ®Hydraulic Dredge ®Front-end Loader &Truck ❑Shovel &Truck Dragline & Truck Self -loading Scraper Other (explain): 4. a. Expected maximum depth of mine (feet) 20 feet where excavated„ Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.) Natural ground level b. Expected average depth of mine (feet) 12 feet -2- APPLICATION FOR A MINING PERMIT 5. Has any area(s) at this site been mined in the past? Yes ® No ❑ i¢ + � If yes, when and by whom was this activity conducted? May 15, 98 to present by Dirt, Inc. & present owner 6. Number of years for which the permit is requested (10 years maximum): 10 years B. MAPS 1. Clearly mark and label the location of your mining operation on six (6) copies of a 7.5-minute quadrangle and a county highway map. These maps, in addition to six (6) conies of all mine maps and reclamation maps, must be submitted with each permit application. 7.5-minute quadrangles may be obtained from the N.C. Geological Survey: �- Mailing Address: Physical Address: 1612 Mail Service Center OR 512 North Salisbury Street, 5"' Floor Raleigh, North Carolina 27699-1612 ,�Z�_5� Raleigh, North Carolina 27604 (919) 733-2423 www.geology-.enr.state.nc.us/'71�•SS7� i��6-e3 LL County highway maps may be obtained froo - the N.C. D partment pf Transportation: I,[ ryl ; -c North Carolina Department of t rari� ation -' W n ion S st ms (GIS) Mailing Address: Physical Address: T o NCDOT GIS Unit NCDOT GIS Unit Lq o u 1587 Mail Service Center 3401 Carl Sandburg Court Raleigh, North Carolina 27699-1587 Raleigh, North Carolina 27610 (919) 212-6000 www.ncdot.ory,/it/�zisContact/default.htmi Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlargcd topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the maps along with their corresponding (approximate) acreage. As a reminder, mining permits can only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those activities that are intended to be conducted during the life of the mining permit. All maps must be of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a minimum: a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located including easements and rights -of -way. b. Existing or proposed permit boundaries. c. Initial and ultimate limits of clearing and grading. d. Outline and width of all buffer zones (both undisturbed and unexcavated). e. Outline and acreage of all pits/excavations. f. Outline and acreage of all stockpile areas. g. Outline and acreage of all temporary and/or permanent overburden disposal areas. h. Location and acreage of all processing plants (processing plants may be described as to location and distance from mine if sufficiently far removed). i. Locations and names of all streams, rivers and lakes. j. Outline and acreage of all settling and/or processing wastewater ponds. k. Location and acreage of all planned and existing access roads and on -site haul roads. 1. Location of planned and existing on -site buildings. m. Location and dimensions of all proposed sediment and erosion control measures. n. Location of 100-year fioodplain limits and wetland boundaries. o. Names of owners of record, both public and private, of all tracts of land that are adjoining the mining permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, names of owners of record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must be provided on the mine map. -3- APPLICATION FOR A MINING PERMIT p. Names of owners of record, both public and private, of all tracts of land that are adjoining the mining permit boundary which lie directly across and are contiguous to any highway, creek, stream, river, or other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, names ofowners of record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must be provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or less and is not designated as an Interstate Highway. q. Map legend: 1. Name of applicant 2. Name of mine 3. North arrow 4. County 5. Scale 6. Symbols used and corresponding names 7. Date prepared and revised 8. Name and title of person preparing map Map scales should meet the following guidelines: PERMIrI'LD ACREAGE' MAP SCALE 0-49 Acres 1 inch = 50 feet 50-199 Acres 1 inch = 100 feet 200+ Acres 1 inch = 200 feet (NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items) -4- APPLICATION FOR A MINING PERMIT A table/chart must be provided on the mine map that clearly lists the approximate acreage of tailings/sediment ponds, stockpiles, wastepiles, processing area/haul roads, mine excavation and any other major aspect of the mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart similar to the following will be acceptable: CATEGORY AFFECTED ACREAGE Tailings/Sediment Ponds See attached Drawings Stockpiles See attached Drawings Wastepiles See attached Drawings Processing; Area/Haul Roads See attached Drawings Mine Excavation See attached Drawings Other (Explain) See attached Drawings Total Disturbed Acreage See attached Drawings NOTE: IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUESTIONS/STATEMENTS THROUGHOUT THE FORM}. THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS. -5- APPLICATION FOR A MINING PERMIT C. PROTECTION OF NATURAL RESOURCES l . Describe in detail the sequence of events for the development and operation of the mine and reference the sequence to the mine map(s). Attach additional sheets as needed. The existing gravel construction entrances and existing erosion control measures will be maintained, and modified as required to prevent off -site and or buffer zone impacts. The existing permittee will begin filling with beneficial till in selected areas on the cast side of the property and will excavate selected areas on the east and west side of the property. Any filling on the west side of the property will be done using beneficial fill. Existing stockpiles of non -beneficial fill on the property (as shown on plans), will not be used as fill material. These areas are for sale of recycled stockpiled materials. A proposed interior haul road is also shown on the plans, to allow movement between the eastern and western mine areas without having to use NC Highway 101. A proposed overflow spillway is shown for safety and to protect water quality on the large pond in the eastern mine area as there is no existing spillway/overflow. A proposed dewatering pipe is also shown along with an energy dissipating swale to allow sediment to settle out to the maximum extent practical, before entering the existing large pond on the eastern side of the mine. No dewatering will be conducted until all necessary permits/approvals are received from the Division of Water Quality, and other infrastructure for compliance and monitoring installed as part of the permits/approvals from the Division of Water Quality. 2. Describe specific erosion control measures to be installed prior to land disturbing activities and during mining to prevent offsite sedimentation (include specific plans fir sediment and erosion control for mine excavation(s), vvas•te piles, access/mine roads and process areas), and give a detailed sequence of installation and schedule for maintenance of the measures. Locate and label all sediment and erosion control measures on the mine map(s) and provide typical cross-sections/construction details of'each measure. Engineering designs and calculations are required to justify the adequacy of any proposed measures. The existing gravel construction entrances and existing erosion control measures will be maintained, and modified as required to prevent off -site and or buffer zone impacts. Measures are shown on the attached plans, along with details. 3. a. Will the operation involve washing the material mined, recycling process water, or other waste water handling? Yes ❑ No®. If yes, briefly describe all such processes including any chemicals to be used. t4c-6,02_o4S3 ;5 a_1•--C_0.A 9.e.",,L"_1t�-3 Pt- 4.ese VVdCkCA-Vries, b. Will the operation involve discharging fresh or waste water from the mine or plant as a point discharge to the waters of the State? Yes ® No ❑. fyes, briefly describe the nature ofthe discharge and locate all proposed discharge points (along with their method of stabilization) on your mine map(s). Although there will be no current discharging of fresh or wastewater to the waters of the state as a point discharge, provisions are shown on the attached plans for an overflow spillway and vegetative filter, on the existing large pond in the eastern portion of the mine. This is to ensure that any overflow to the waters of the state are controlled, minimizing/preventing adverse impacts towaters of the state. This spillway would be utilized to control discharge, and protect water qualityiff future dewatering-is-permitted•and, approved.by-,,. both. the. Land_ Quality Section:and�the'Division-of Water -Quality. -- I ,t�> 15C145, OJ) D`�A tr APPLICATION FOR A MINING PERMIT c. Will any part of the proposed mine excavation(s) extend below the water table? Yes ® No ❑. If yes, do you intend to dewater the excavation(s)? Yes ® No ❑. If yes, what impact, if any, will mine dewatering have on neighboring wells? Estimated withdrawal rate in gallons per day: . Locale all existing wells on the mine map(s) that lie within _500 feet of the proposed excavation area. Provide data to support any conclusions or statements made, including any monitoring well data, well construction data and current water withdrawal rates. Indicate whether the proposed mine locale is served by a public water system or private wells. Dewatering of the mine is not planned at this time, but is being considered for potential future activities. Prior to dewatering activities, a proper hydrogeologic investigation will be conducted, and report prepared. All necessary permits from both the Land Quality Section and Division of Water Quality will be obtained prior to any dewatering activities at the site. d. If you answered yes to any of' the above questions, provide evidence that you have applied for or obtained the appropriate water quality permit(s) (i.e., non -discharge, NPDES, Stormwater, etc.) from the Division of Water Quality, Water Quality Section. In addition, the applicant is required to register water use with the Division of Water Resources if the operation withdraws more than 10,000 gallons per day and needs a capacity use permit from the Division of Water Resources if the operation lies in a capacity use area and withdraws more than 100,000 gallons per day. See above Statement. 4. a. Will the operation involve crushing or any other air contaminant emissions? Yes ® No ❑. If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the Division of Air Quality or local governing body. Not currently, but possible in the future. Prior to any crushing, an air quality permit shall be obtained. b. How will dust from stockpiles, haul roads, etc., be controlled? A water truck or wagon will be utilized to control dust. -7- APPLICATION FOR A MINING PERMIT 5. a. A buffer will be required between any mining activity and any mining permit boundary or right-of- way. It may be an unexcavated buffer (no excavation, but roadways, berms and erosion & sedimentation control measures may be installed within it), an undisturbed buffer (no disturbance within the buffer whatsoever), or a combination of the two, depending upon the site conditions. Note that all buffers must be located within the mining permit boundaries. How wide a buffer will be maintained between any mining activity and any mining pen -nit boundary or right-of-way at this site? A minimum buffer of 25 feet is recommended, although a wider buffer may be needed depending on site conditions. Show all buffer locutions and widths on the mine mal) N- A minimum of 50 foot undisturbed buffer will be maintained at the site, with a larger buffer (125 feet) adjacent to Hancock Creek. b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing activities within the mining permit boundaries and any natural watercourses and wetlands unless smaller undisturbed buffers can be justified. Depending on site conditions, a buffer wider than 50 feet may be needed. How wide an undisturbed buffer will be maintained between any land disturbing activities within the mining permit boundaries and any natural watercourses and wetlands at this site? Show all buffer locations and widths on the mine map(ti). A minimum of 50 foot undisturbed buffer will be maintained at the site, with a larger buffer (125 feet) adjacent to Hancock Creek. 6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries during mining. Minimum 2 horizontal to 1 vertical slopes or flatter for clayey material and minimum 3 horizontal to l vertical slopes or flatter for sandy material are generally required, unless technical justification can be provided to allow steeper slopes. A minimum 3 foot horizontal to I foot vertical slope or flatter will be provided. -8- APPLICATION FOR A MINING PERMIT b. Provide a cross-section on the mine map(s) for all fill slopes (berms, wastepiles. overburden disposal areas, etc.), clearly indicating the intended side slope gradient, installation gfanybenches andlor slope drains (with supporting design information) if needed, and the method of final stabilization. See Mine Map In excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes including specifications for benching and sloping. Cross -sections for all cut slopes must be provided on the mine map(s). A minimum 3 foot horizontal to 1 foot vertical slope or flatter will be provided. d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide cross -sections of the mine excavation clearly noting the angles of the cut slopes, widths of all safety benches and mine benches, and the expected maximum depth of the excavation. NIA 7. Describe other methods to be taken during mining to prevent physical hazard to any neighboring dwelling house, public road, public, commercial or industrial building from any mine excavation. Locate all such structures on the mine map if they are within 300 feet of any proposed excavation. Adequate buffer zones are in place. A vegetated berm has been established along NC Highway 101. 8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder barriers may be acceptable high wall barricades. A construction detail/cross-.section and location of each type of barricade' to be used must be indicated on the mine map(,). A vegetated berm has been established along NC Highway 101, and access gates are in place. -9- APPLICATION FOR A MINING PERMIT 9. Are acid producing minerals or soils present? Yes ❑ No N. If yes, how will acid water pollution from the excavation, stockpiles and waste areas be controlled? 10. a. Describe specific plans (including a schedule of implementation) for screening the operation from public view such as maintaining or planting trees, bushes or other vegetation, building berms or other measures. Show the locution of all visual screening on the mine maps) and provide cross -sections through all proposed berms or proposed spacing, sizes and species for tree plantings. A vegetated berm has been established along NC Highway 101. b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park, forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated? NIA 11. Will explosives be used? Yes ❑ No X. If yes, specify the types of explosive(s) and describe what precaution(s) will be used to prevent physical hazard to persons or neighboring property from Flying rocks or excessive air blasts or ground vibrations. Depending on the mine's location to nearby structures, more detailed technical information may be required on the blasting program (such as a third -party blasting study). Locale the nearest offsite occupied structure(v) to the proposed excavation(s) on the mine map and indicate its approximate distance to the proposed excavation. 12. Will fuel tanks, solvents, or other chemical reagents be stored on -site? Yes ® No ❑. If yes, describe these materials, how they will he stored and method ofcontainment in case ofspill. Indicate the location(v) of all storage facilities on the mine mup(ti). Fuel tanks will be double walled and have catch basins with sheds. - la- APPLICATION FOR A MINING PERMIT D. RECLAMATION PLAN Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate the sequence and general methods to be used in reclaiming this land. This must include the method of reclamation of settling ponds and/or sediment control basins and the method of restoration or establishment of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This informalion must be illustrated on a reclamation map and must correspond directly with the information provided on the mine map(s). In addition, design information, including typical cross -sections, of any permanent channels to he constructed as part gfthe reclamation plan and the location(s) ofall permanent channels must he indicated on the reclamation map. Part of the proposed affected area will be reclaimed as a lake and all disturbed areas will be properly revegetated and stabilized. The side slopes to the lake will be graded at an angle of 3 foot horizontal to 1 foot vertical or flatter. A minimum 4 foot average water depth will be maintained in the lake. The portions of the site used for beneficial fill will be properly covered with topsoil, grades and revegetated. 2. is an excavated or impounded body of water to be left as a part of the reclamation? Yes ® No ❑. If* yes, illustrate the location of the body(~) cif water on the reclamation map and provide a scaled cross-section(~) through the proposed body(v) of waler. The minimum water depth must be at least 4 feet, measured from the normal low water table elevation, unless information is provided to indicate that a more shallow water body will be productive and beneficial at this site. Will the body(s) of water be stocked with fish? Yes ❑ No ®. If yes, specify species. 3. Describe provisions for safety to persons and to adjoining property in all completed excavations in rock including what kind of permanent barricade will be left. Acceptable permanent barricades are appropriate fencing, large boulders placed end -to -end, etc. Construction details and locations of all permanent barricades must be shown on the reclamation map. N/A APPLICATION FOR A MINING PERMIT 4. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on -site mine waste areas, including specifications for benching and sloping. Final cross -sections and locationsfin- such areas must he provided on the reclamation map. Any such areas will be backfilled with clean soil material and properly regarded and revegetated. a. Describe reclamation of processing facilities, stockpile areas, and on -site roadways. No processing facilities are proposed. Stockpile areas as shown on the site plan are temporary in nature and are located within the proposed excavation area. b. Will any on -site roadways be left as part of the reclamation? Yes ❑ No E. Ifyes, identify .such roadways on the reclamation map and provide details on permanent road and ditch line stabilization. 6. Describe the method of control of contaminants and disposal of scrap metal, junk machinery, cables, or other such waste products of mining. (Note definition of refuse in The Mining Act of 1971.) No off -site generated waste shall be disposed of on the mine site without prior written approval from the NC Department of Environment and Natural Resources, Land Quality Section and either the Division of Waste Management (DWM) or local governing body. If disposal permit has been issued by DWM for the site, a copy of said permit must be attached to this application. All temporary and permanent rouse disposal areas must be clearly delineated on the mine map(s) and reclamation map, along with a list of items to be disposed in said areas. Any waste generated by the mining operation will be removed and properly disposed of at permitted facility. - 12- APPLICATION FOR A MINING PERMIT Describe your plan for revegetation or other surface treatment of the affected areas. This plan must include recommendations For year-round seeding, including the time of seeding and the amount and type of seed, fertilizer, lime and mulch per acre. The recommendations must include general seeding instructions for both permanent and temporary revegetation. Revegetation utilizing only tree plantings is not acceptable. Recommendations can be sought from: a. Authorized representatives of the local Soil and Water Conservation District; b. Authorized representatives of the Division of Forest Resources, Department of Environment and Natural Resources; c. Authorized county representatives ofthe North Carolina Cooperative Extension Service, specialists and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at North Carolina State University; d. North Carolina licensed landscape architects; e. Private consulting foresters referred by the Division of' Forest Resources, Department of' Environment and Natural Resources; f. N.C. Erosion and Sedimentation Control Planning and Design Manual; g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation; h. Others as may be approved by the Department. LIME - RATE OF APPLICATION (tons/acre): FERTILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre): SEED - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING SCHEDULE (pounds/acre): [NOTE: Include Legumes] Seed Tykes: Seediny, Dates: Seeding Rates: As previously submitted (see attachment) MULCH -TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF ANCHORING: OTHER VEGETATIVE COVERS —TYPE (S) AND RATE (S) OF APPLICATION INCLUDING SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc): Revegetation and/or reforestation plan approved by: Signature — Print Name Title Agency _ Date - 13 - APPLICATION FOR A MINING PERMIT E. DETERMINATION OF AFFECTED ACREAGE AND BOND The hollowing bond calculation worlcsheet is to he used to establish an appropriate bond (based upon a range of•$500 to $5,000 per affected acre) for each permitted mine site based upon the acreage approved by the Department to be affected during the life of the mining permit. Please insert the aeproximate acreage, for each aspect o the mining operation, that you intend to of ect duain , the obis minlnk- permit (in addition, please insert the annropriute reclamation cost/acre for each category from the .Schedule rf Reclamation Costs provided with this annlicalion form) OR you can defer to the Department to calculate vour bond for you based CATEGORY Tailings/Sediment Ponds: Stockpiles: Wastepiles: Processing Area/Haul Roads Mine Excavation: Other: TOTAL AFFECTED AC.: (TOTAL PERMITTED AC. AFFECTED ACREAGE Ac. 2.39 Ac. 31.53 Ac. 1.23 -Ac. RECLAMATION RECLAMATION COST/ACRE* COST X $ /Ac. = $ 10 1� 0 Ac. X 0.82 Ac. X 35.97 Ac. 48.85 Ac.) $ 1,800 /Ac $ 2,000 /Ac. $ 1,800 /Ae. $ 500 /Ac. $ 1,800 _ _ _ /Ac. $ 4,302.00 _ $ 63,060.00 $ 2,214.00 $0 $ 1,476.00 Temporary & Permanent Sedimentation & Erosion Control Measures: Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will be needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands. a) Internal Drainage 35.97 Ac. b) Positive Drainage Inflation Factor: Ac. X $1,500.00 = $ SUBTOTAL COST: $ 71,052 0.02 X SUBTOTAL COST: $ 71,052 X Permit Life (l to 10 years): 10 years INFLATION COST: $ 14,2.10.41) TOTAL COST = SUBTOTAL COST + INFLATION COST = $ 85,262.40 Total Reclamation Bond Cost: $__. - 85,20.0.00 (round down to the nearest $100.00) - l4- APPLICATION FOR A MINING PERMIT F. NOTIFICATION OF ADJOINING LANDOWNERS The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered mail, return receipt requested, to: (1) the chief administrative officer of each county and municipality in which any part of the permitted area is located as indicated on the mine map(s); (2) all owners of record, both public and private, of all tracts of land that are adjoining the mining permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and (3) all owners of record, both public and private, of all tracts of land that are adjoining the mining permit boundary which lie directly across and are contiguous to any highway, creek, stream, river, or other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit boundary) as indicated on the mine map(s). "Highway" means a road that has four lanes of travel or less and is not designated as an Interstate Highway. The only exception to the above method of giving notice is if another means of notice is approved in advance by the Director, Division of Land Resources. A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed "Notice" form (the proposed overall permit boundaries and the names and locations of all owners of record of lands adjoining said boundaries must be clearly denoted on the tax map). The "Affidavit of Notification" attached to this application must be completed, notarized and submitted to the Department, with the remainder of the completed application form, before the application will be considered complete. THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING PERMITS AND ALL MODIFICATIONS OF A MINING PERMIT TO ADD LAND TO THE PERMITTED AREA, AS REQUIRED BY NCGS 74-50(bl). SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF NOTIFICATION" - 15 - NOTICE Pursuant to provisions G.S. 74-50(bI)of The Mining Act of] 971, Notice is hereby given that has applied on (Applicant Name) (Date) to the Land Quality Section, Division of Land Resources, North Carolina Department of Environment and Natural Resources, 16t2 Mail Service Center, Raleigh, North Carolina 27699-1612, for (check one): ❑ a new surface mining permit, ❑ a modification of an existing surface mining permit to add land to the permitted area; or ❑ a modification of an existing surface mining permit to add land to the permitted area with no disturbance in the area proposed. Please note that future modification(s) may be submitted by the applicant to allow disturbance within this area without re -notification of adjoining landowners. The applicant proposes to mine on acres located (Mineral, Ore) (Number) (Miles) of off/near road (Direction) (Nearest Town) (Number/Name) in County. *SEE ATTACHED MAP FOR PROPOSED PERMIT BOUNDARIES AND CORRESPONDING ADJOINING LANDOWNER NAMES AND LOCATIONS* In accordance with G.S. 74-50(bl), the mine operator is required to make a reasonable effort, satisfactory to the Department, to notify all owners of record, both public and private, of all tracts of land that are adjoining the mining permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit boundary). In addition, the mine operator must also notify the chief administrative officer of the county or municipality in which any part of the permitted area is located. Any person may file written comment(s) to the Department at the above address within thirty (30) days of the issuance of this Notice or the filing of the application for a permit, whichever is later. Should the Department determine that a significant public interest exists relative to G.S. 74-51, a public hearing will be held within 60 days of the end of the 30-day comment period specified above. A copy of the permit application materials is on file and available for public review during normal business hours at the above listed address as well as at the appropriate regional office. For information regarding the snccifics of the nronosed mining activity, olease contact the applicant at the following telephone number: For information on the mining permit application review process, please contact the Mining Program staff at (919) 733-4574. Please note that the Department will consider any relevant written comments/documentation within the provisions of the Mininu Act of 1971 throuehout the application review rocess_until a final decision is made on the application. (Addressee/Owner of Record's Name and Address) (Date of Issuance of this Notice/ Mailed to Addressee/Owner of Record) (Name of Applicant: Include Contact Person & Company Name, if Applicable) (Address of Applicant) - 16- APPLICATION FOR A MINING PERMIT AFFIDAVIT OF NOTIFICATION 1, , an applicant, or an agent, or employee of an applicant, for a new Mining Permit, or a modification ofan existing Mining Permit to add land to the permitted area, from the N.C. Department of Environment and Natural Resources, being first duly sworn, do hereby attest that the following are all known owners of record, both public and private, of all tracts of land that are adjoining the mining permit boundary (including, where an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary) and that notice of the pending application has been caused to be mailed, by certified or registered mail, return receipt requested, to said owners of record at their addresses shown below, such notice being given on a form provided by the Department: (Adjoining Landowner Name) (Address) (Attach additional list if necessary) do also attest that the following individual is the chief administrative officer of the county or municipality in which any part of the permitted area is located and that notice of the pending application has been caused to be mailed, by certified or registered mail, return receipt requested, to said office at the following address: (Chief Administrative Officer Name) (Address) [i.e.: City Manager, County Manager, Mayor, etc.] The above attestation was made by me while under oath to provide proof satisfactory to the Department that a reasonable effort has been made to notify all known owners of record, both public and private, of all tracts of land that are adjoining the mining permit boundary (including, where an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary) and the chief administrative officer of the county or municipality in which any part of the permitted area is located in compliance with N.C.G.S. 74-50(b]) and 15A NCAC 5I3.0004(d). I understand that it is the responsibility of the applicant to retain the receipts of mailing showing that the above notices were caused to be mailed and to provide them to the Department upon request. Signature of Applicant or Agent Date I f person executing Affidavit is an agent or employee of an applicant, provide the following information: Name of applicant: Title of person executing Affidavit. I a Notary Public of the County of State of North Carolina, do hereby certify that appeared before me this day and under oath acknowledged that the above Affidavit was made by him/her. Witness my hand and notarial seal, this day of 20 Notary: my Commission expires: - 17- APPLICATION FOR A MINING PERMIT G. LAND ENTRY AGREEMENT We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands or operation during regular business hours for the purpose of making necessary field inspections or investigations as may be reasonably required in the administration of the Mining Act of 1971 pursuant to G.S. 74-56. We further grant to the Department or its appointed representatives the right to make whatever entries on the land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S. 74-59. LANDOWNER: Signature: APPLICANT: Signature:* Print Name: Print Name: (Title, if applicable) Company 'title: (If applicable) Address: Telephone: ( Date Signed: Company: Mine Name: Telephone: ( Date Signed: *Signature must be the same as the individual who signed Page l of this application. One oriEinal and five (5) conies of the completed application, six (6) conies of all location mans, mine mans and reclamation maps, and the appropriate processing fee (see next page for fee schedule) in the form a check or money order payable to the North Carolina Department of Environment and Natural Resources must be sent to the Land Ouality Section Central Office at the address listed on the front cover of this application form. Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at (919) 733-4574. - 1s- APPLICATION FOR A MINING PERMIT MINING FEE SCHEDULE Anon refundable permit application processing fee when filing for anew mining permit, a major permit modification or a renewal permit is required as follows: 0-25 acres 26+acres New Permit Applications $3,750.00 $5,000.00 Permit Modifications $750.00 $1,000.00 Permit Renewals $750.00 $1,000.00 Transfers/Minor Modifications* $100.00 $100.00 " A nonrefundable $100.00 permit application processing fee is required for minor permit modifications. Minor permit modifications include ownership transfers, name changes, bond substitutions and permit renewals where the nine is inactive and fully stabilized. A minor permit modification also includes lands added to a permitted area, outside of the minimum permit buffer zone requirements, where no plans for mining related disturbance of the added lands have been approved. All other changes are considered major permit modifications. Acres for new permits and renewal permits means the total acreage at the site. Acres for major modification of permits means that area of land affected by the modification within the permitted mine area, or any additional land that is to be disturbed and added to an existing permitted area, or both. - 19- APPLICATION FOR A MIMING PERMIT There are seven Land Quality Section (LQS) Regional Offices. Use the map below to locate the Regional Office serving your county. Asheville Regional Office • Counties: Avery, Buncombe, Burke, Caldwell, Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Madison, McDowell, Mitchell, Polk, Rutherford, Swain, Transylvania, Yancey • Address: 2090 U.S. Highway 70, Swannanoa, NC 28778 • Voice:828.296.4500 • FAX:828.299.7043 Fayetteville Regional Office • Counties: Anson, Bladen, Cumberland, Harnett, Hoke, Montgomery, Moore, Richmond, Robeson, Sampson, Scotland • Address: 225 Green Street, (Systel Building), Suite 714, Fayetteville, NC 28301-5094 Voice: 910.433.3300 • FAX:910.486.0707 Mooresville Regional Office • Counties: Alexander, Cabarrus, Catawba, Cleveland, Gaston, Iredell, Lincoln, Mecklenburg, Rowan, Stanly, Union • Address: 610 East Center Ave., Suite 301, Mooresville, NC 28115 • Voice:704.663.1699 • FAX:704.663.6040 Raleigh Regional Office • Counties: Chatham, Durham, Edgecombe, Franklin, Granville, Halifax, Johnston, Lee, Nash, Northampton, Orange, Person, Vance, Wake, Warren, Wilson • Address: 1628 Mail Service Center, Raleigh, NC 27699-1628 or 3800 Barrett Drive, Raleigh, NC 27609 • Voice:919.791.4200 • FAX:919.571.4718 Washington Regional Office • Counties: Beaufort, Bertie, Camden, Chowan, Craven, Currituck, Dare, Gates, Greene, Hertford, Hyde, Jones, Lenoir, Martin, Pamlico, Pasquotank, Perquimans, Pitt, Tyrrell, Washington, Wayne • Address: 943 Washington Square Mall, Washington, NC 27889 • Voice:252.946.6481 • FAX:252.975.3716 APPLICATION FOR A MINING PERMIT LAND QUALITY REGIONAL OFFICES (continued) Wilmington Regional Office • Counties: Brunswick, Carteret, Columbus, Duplin, New Hanover, Onslow, Pender • Address: 127 Cardinal Drive Extension, Wilmington, NC 28405 • Voice:910.796.7215 • FAX:910.350,2018 Winston-Salem Regional Office • Counties: Alamance, Alleghany, Ashe, Caswell, Davidson, Davie, Forsyth, Guilford, Rockingham, Randolph, Stokes, Surry, Watauga, Wilkes, Yadkin • Address: 585 Waughtown Street, Winston-Salem, NC 27107 • Voice:336.771.5000 • FAX:336.771.4631 _21 - APPLICATION FOR A MINING PERMIT SCHEDULE OF RECLAMATION COSTS (Based upon ranee of $500 - $5,000 per affected acre) COMMODITY CODES: SG = Sand and/or Gravel, GS = Gemstone, Borrow = Borrow/fill dirt, CS = Crushed Stone, DS = Dimension Stone, ITS = Feldspar, MI = Mica, LI = Lithium, PF = Pyrophyllite, OL = Olivine, KV = Kyanite/Sillimanite/Andalusite, PH = Phosphate, CL = Clay/Shale, PE = Peat, AU = Gold, TI = Titanium, and OT = Other Type T/S Ponds S.piles W.pil_es _ P.arealH.R. Mine Excay. SG, GS, $500/ac.(L) $1800/ac. $2000/ac. $1800/ac. $500/ac.(L) Borrow 1500(FI) $2000(PD) CS, DS, 500(L) 1800 2000 2000 500(L) FS, MI, I500(FI) 2500(PD) L1, PF, OL, KY PII IOOO(L) 2500 5000 5000 2000(L) 2500(FI) 5000(PD) Cl., 1000(L) 2500 5000 5000 2000(1,) 2500(FI) 3700(PD) PE, AU, I OOO(L) 2500 3000 3500 2000(1,) I'I, OT 2500(FI) 5000(1:'D) (L) = reclamation to a lake and revegetating sideslopes (FI) = reclamation by filling in and revegetating (PD) = reclamation by grading for positive drainage & revegetating AS PER NCAC 15A 513.0003, IF YOU DISAGREE WITH THE BOND AMOUNT DETERMINED BY THE BOND CALCULATION WORKSHEET, YOU MAY SUBMIT AN ESTIMATE OF RECLAMATION COSTS FROM A THIRD PARTY CONTRACTOR. SAID ESTIMATE MUST BE PROVIDED WITHIN 30 DAYS TO THE FOLLOWING ADDRESS: Mining Program, Land Quality Section, 1612 Mail Service Center, Raleigh, North Carolina 27699-1612 ALL ESTIMATES MUST INCLUDE THE FOLLOWING. AS A MINIMUM: FINAL GRADING COSTS PER ACRE • LIME AND FERTILIZER COSTS PER ACRE • YEAR-ROUND SEEDING MIXTURE COSTS PER ACRE (FROM APPROVED REVEGETATION PLAN IN APPLICATIONIPERMIT DOCUMENT) • MULCH AND ANCHORING COSTS PER ACRE • ANY OTHER RECLAMATION COSTS NECESSARY TO COMPLY WITH THE APPROVED RECLAMATION PLAN FOR THE SITE IN QUESTION YOU WILL BE NOTIFIED AS SOON AS POSSIBLE OF THE DIRECTOR'S FINAL BOND DETERMINATION. - 22 - Revised 11/2001 MINING PERMIT MODIFICATION CHECKLIST As provided in G.S. 74-52 of The Mining Act of 1971, a mining permit may be modified to change the existing permit conditions, to change the permitted mining operation, to revise the reclamation plan, or to add additional, contiguous acreage to the existing permit. The following items are required to modify a mining permit. 1) The appropriate mining permit modification processing fee must be submitted to the Land Quality Section Central Office (see attached fee schedule). Six (6) copies of the following items are required: 2) A letter from the permittee describing the modification request. If the modification involves acreage outside and contiguous to the existing permitted area, the permittee must complete a new application form (copy attached) for this additional acreage, including the Notification of Adjoining Landowners Section (which includes notification of new adjoining owners of record and the local government). The permittee must also indicate how this modification will not invoke any of the 7 denial criteria as set forth in G.S. 74-51 of the Act. 3) An updated mine map at the appropriate scale identifying the acreage to be modified or added. If acreage is to be added to the existing permit, all new adjoining landowners must be clearly located on the mine map (in order to verify proper notification) and all items listed under section B. Maps in the application form must be addressed on the map for the area to be modified. Erosion and sedimentation control must be addressed for any disturbed acreage. Supporting design calculations and construction details must be submitted for any proposed erosion and sedimentation control measure. The original of the following item is required: 4) If the modification involves newly affected acreage, the reclamation bond must be evaluated to verify that it sufficiently covers the proposed affected acreage. If the bond must be increased, the modification cannot be approved until the bond has been increased accordingly (see NCAC 513.0003). The reclamation bond, whether a surety bond, assignment of savings account, or a letter of credit, must be completed on one of the Department's standard security forms. For more information, contact the Land Quality Section Regional Office covering your area or the Central Office at (919) 733-4574. TAI.� 441-16130107, Central Files: APS SWP 08/23/11 Permit Number NULL N � O-(� j Permit Tracking Slip Program Category NULL Permit Type Primary Reviewer Coastal SW Rule Permitted Flow Status _ Project Type / leiL� Version Permit Classification 2 ' \ Permit Contact Affiliation "R (/ w. T� e, 4'rJ 0 W i. w--P-0 Facility Facility Name Major/Minor Region Location Address Owner County Facility Contact Affiliation Owner Name Owner Type t Owner Affiliation r Dates/Events Scheduled Orig Issue App Received Draft Initiated Issuance public Notice Issue Effective Expiration r 9log Outfall¢. ��' • OS `"' 7 (� • Sl . a `1 Waterbody Name Stream Index Number Current Class Subbasin �h PI Permit Number NCG020322 r Program Category NPDES SW Permit Type Mining Activities Stormwater Discharge COC Primary Reviewer aisha.lau Coastal SW Rule Permitted Flow 0 Facility Name Dirt Incorporated Location Address 101 Outer Bank Dr Havelock Owner NC 28532 Central Files: APS SWP 08123/ 11 Permit Tracking Slip Status Project Type Withdrawn Renewal Version Permit Classification COC Permit Contact Affiliation Major/Minor Region Minor Washington County Craven Facility Contact Affiliation Owner Name Owner Type Dirt Inc Non -Government Owner Affiliation Jerry A. Jackson PO Box 1025 Havelock . NC 28532 Scheduled Orig Issue App Received Draft Initiated Issuance public Notice Issue Effective Expiration 12/15/95 07/30/09 Regulated Activities Requested/Received Events Mine dewatering RO staff report received Mining & material processing RO staff report requested Mining closed loop recycle system Vehicle maintenance Q [] Outfall 001 ZjL} e��D $ 7 � . i1 -7 Waterbody Name Stream Index Number Current Class Subbasin Shop Branch 27-115-3 SC;Sw,NSW 03-04-10 Permit Number NULL Program Category NULL Permit Type Primary Reviewer Coastal SW Rule Permitted Flow Central Files: APS_ SWP_ 08/23/11 Je✓SsQn Z Permit Tracking Slip Status Project Type S� rr�-� l i`j�,1 0e �� S r✓t�U< el ersion Permit Classification •3r,lr� ' I Permit Contact Affiliation 3tll��o 4 %1J•�,�5 `��i P -jlla.�oq All w����q �C Facility Facility Name Major/Minor Region Location Address County Facility Contact Affiliation Owner Owner Name Owner Type Owner Affiliation .� C-1 1q) 4�V7 - LG Dv Dates/Events Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration I t s( 7.0Q r l -(3 I r Z 00,� Outfall �d, Z� S 1 �, - �l. 53. 1-7 Waterbody Name Stream Index Number Current Class Subbasin n !�? oec�b On i 5 1. 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C p..c, nrvuao.w.xrw r omrscrrwmAl. elrov,rrauelo a wvrcca wn xxnlaR Ra G; sQ - q yp N¢ f ; r DETAIL SHEET ,•••�••••""••••••• ? �� �a i TATEWAY LLC rowwar oewxx �se,sv r.yn, cw�nw f,ANDMARK ENCINEERWG a 2NVIRONMENTAi, P C, . 1 ; l i I i I da ai fir 1 ��•�� i B nl �g sk ii I I lda� E� I iS �.r wp..u"ud I Hill hwWl�IA 1 SOIL ION and SEDIMENTAION CONTROL PLAN unz. TATEWAY LLC10fmk"IP CRAKN Cp - -0- CA-1-LANDMARK ENGINEERING k ENVIRONMENTAL F, - R5. pert ptf[NPI�O" C[RlllK.IgN I+IWuv [Haw¢. d416.KM i.LL I.G I�Ri NIrn1 22 1i I �I a� r-- - --- 1¢ C _,- l 1 i I 1 1 gill � - � �• Ijj1 IF1_ I.. I- � � N O N � S � + � - DETAIL SHEET r✓Rq P4�0 . n,mn, ,aam v.s w w rlPlw wwwir.l. - TATEWAY LLC IIIIMB[R 51% TCYRIsriP P AKM CWI+ MC 1 CAR —"A ],ANDMARft ENGINEERING &ENVIRONMENTAL. P,C, L WVIl10MvnRAI. ! ni DTCCHNICAL L1+CTN6Il11Ma i[wvlc� t t LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. MAILING: P.O. Box 1 190 • KITTY HAWK, NC 27949 PHYSICAL: 8460 CARArOKE HWY. -- SurrE- 202 • POWELLS POINT, NC 27966 PHONE: 252.491,2125 - FAX: 252.4:31.2285 • EMAIL: OFFICF('3LANDMARKi=NG.NET May 4, 2012 Ms. Ashley L. Rodgers Assistant State Mining Specialist NCDE&NR Land Quality Section 1612 Mail Service Center Raleigh, NC 27699-1612 Re:"— Fast Coast Abatement Company,- Hancock Creek Mine ~_Number 6_To�%°nship; C-raven-County Mining Permit Modification package submittal Dear Ms. Rodgers: �b- On Behalf of, <ast Coastc., Landmark Engineering & Environmental, P.C.. (Landmark), subml s or your review and approval, revisions requested in your letter dated August 29, 2011 for the above referenced site. These are as follows: I _) 4 copies of the revised Plans (sheets C 1 and C2) 2.) 4 copies of a revised Project Narrative, including; responses to each item. 3.) 4 copies of an Operation and Monitoring Plan. Thank you for your time and attention to this matter. If you have any questions or require additional information please contact me at (252) 491-2125. Respectfully submitted, Landmark Engineering & Environmental, P.C. Victor E. White, P.E. 2 cc: Mr. Rick Wcbb East Coast. Abatement 7Compan;y:-1 c LANDMARK ENGINEERING 8& ENVIRONMENTAL, P.C. MAILING'. P.O. Box 1 190 • Ki'ITv HAWK, NC 27949 PHYSICAL: 8460 CARATOKE HWY. -- SUITE 202 • POWELI.S POINT, NC 27966 PHONE: 252.491 2125 • FAx: 252.491.2285 • EMAIL'. OFFIC[-@LANDN4Ar?KF_EVG.N'FT Tateway, L.L.C. - Hancock Creek Mine -- z = SG •- 1jLe,:.0- �3 Project Narrative July 15, 2011 (Revised May 1, 2012) The above referenced project is an active mine which is located at 1521 Highway 101 in Havelock, Craven County, North CarolinN Z-gs—h, J The purpose of this project and submittal is as follows: 1.) 'fo provide the North Carolina Department of. Environment & Natural Resources with a site map of the mine area, including showing stockpile areas on site, (these stockpiles Fill not be used as beneficial fill.). 2.) To request that these stockpile areas be allowed as part of the Mining Permit Modification. It is important to note that there -o�4 is no "processing' of materials onsitc with the possible exception of crushing, (concrete, asphalt, brick), prior to stockpiling. These materials are stockpiled for resale only as recycled materials. As stated above these recycled materials will not be used as beneficial fill in any mine reclamation activities. 3.) To file a Mining Permit Mod Ificatio ae age with Land Quality for proposed disturbance of three areas totalinV .49 aCres of disturbance with in the existing mine property. These area are as follow 17 A.) A disturbed area of 49,213 square feet for a proposed earthen interior haul road connecting the 2 mining areas. This is to allow heavy equipment, Excavators, Bulldozers, etc. to be moved between the 2 mining areas with out being loaded on a flatbed trailer and towed in order to be moved between the 2 mining areas, utilizing NC Highway 101. This disturbance will also have a stream crossing as shown on the attached plans. Please advise on any other required permits from other agencies to ensure that prior to co s uetion of' t ie haul road, all necessary permits are obtained. 4041�,p j 10 B.) A disturbed area of I5,863 square feet to provide an emergency overflow spillway for an existing area of impounded water associated with the mine. This area currently has no means of preventing overtopping during extreme storms, such as a hurricane with the exception of infiltration into the groundwater. The proposed emergency spillway will incorporate Rip -Rap and filter fabric. The following are responses to the items detailed in your letter of August 29, 2011: I .) This has been revised on the mine neap. The permitted area is listed as 48.85 Acres, and the afFected area is listed as 35.97 Acres. 'rhe, difference bet�vccn this number and what we had discussed is the inclusion of the 1.23 acres for the proposed interior haul road. 2.) Construction entrances have been added at each entrance onto NC Highway 101. i.) Revised/Corrected on Mine Map 4.) Revised/Corrected on Mine Map 5.) Revised/Corrected on Mine Map, (this was originally done to agree with what was filled out on a previous Mining Permit Modification Form). 6.) Added detail and cross-section along; with a protile of proposed haul road to Drawings. 7.) Berms are installed and vegetated as shown, and furthermore will not be disturbed during either existing; or proposed mining activities. 8.) Request made on previous page of Revised Project Narrative. 9.) Not Applicable as the level spreader has been removed as per conversation with Mr. Thom Edgerton. The Emergency spillway as now shown is only to prevent uncontrolled overtopping during a severe storm, (hurricanc)event. No overtopping would occur during any de -watering activities, as a minimum freeboard of two feet from the low point of the berm top would not even be approached during any de -watering activities. 10.) Added on Mine Map and detail shown on sheet C2. rs V 11.) See attached Ope ati and MonitoringfPlan. r , 12.) Mr. Webb is CLirrenlly working -with Mr.ton-i Edgerto of the Division of Water ualityto coordinate all ad itional necessary penI, de -watering, etc.). ?T �'1� 13.) Mr. Webb has m with Mr. Thom Edgerton and Mr. Roberto Sheller of the Division of Water Quality on site. It is my understanding that Mr. William Wescott of USACOE' was *—"Of n.x, �oy}S ,unable.to attend this meeting. I do believe'th� - as spoken with r. mY5�4.e 1 .1 r 7 Wescott about the project. In conversations wi �erto e proposed project � should have complication worg�n thou�hr :heVa 0I �entiit . 'oce s uid co et p nolfr �.' �� :�`�c�� ;FNe � Nis r _S`�` -ti' i� delineation Ole property was unnece, ary. eas as i s i` rcquir d f6r c mining modification permitting process. Hancock Creek Mine Anon 4r ir-'ex Operations and Ma4ftenmteePlan The purpose of this Operations and Meimtemmce Plan (0&M Plan) is to provide The operators of the Hancock Creek Mine with a manual that will serve as a guide for efficient operation of the mine and provide the ability to recognize any adverse impacts of de -watering operations, should they occur. This O&M Plan is intended to address the following issues: - De -watering Discharge 7 - Groundwater Monitoring , - Wetland/Surface Moni ppr�Y ; - Stormwater and MUI ermit RegAments, - Operating Record and Record Keeping Requirements. Site Background 'S �iJsO P� The site is located off of NC Highway 101 in Craven County. The site'also borders Hancock CreektJI`I — ',P �vo Although the mine has been in operation for some time, currently, the site is not being actively mined due to existing economic conditions and demand. There are two mine areas in the site, a Western Mine Area (14.42 Acres) and n Eastern Mine Area (18.28 acres). These two mine areas are separated by air-T e-e -tributarancock Creek. The eastern mine area has two pits that have been mined for fill material. The smaller is approximately 13,000 sq. ft. and the larger being just over 60,000 sq. ft. in surface area. The water elevation in these mine areas is approximately 8 to 12 feet below the adjacent existing grades. Also present in the Eastern Mine Area are numerous stockpiles of materials_ These Stockpiles include areas of dirt, topsoil, sand and gravel, as well as area of brick concrete and asphalt. None of the latter three types of materials are processed on site1with the exception of crushing, and are for resaleps recycled materials. The Western Mine Area has one existing mining pit, which is approximately 55,000 sq. ft. in surface area. Any future de -watering and mining of these areas will only extend to a depth of 18-20 feet below the existing adjacent land surface, which will minimize any adverse groundwater impacts. Excavation is performed in increments as necessary to supply demand for fill materials for clients. De - watering of the excavation only occurs intermittently as necessary to perform active excavation. Excavated material is temporarily stockpiled in the stockpile area and, after adequate drainage, is sold and transported ofAsitefor use. In accordance with the approved mining permit, as the final edges of the excavation pit are completed, excavation equipment operators will ensure that the final surface slopes, (both above and below the water surface), comply with the specified criteria. A free settling slope will be maintained on the active mining face until final excavation is complete. Warning signs shall be placed on all sides of the excavation area. In the active mining area, land disturbing activities are accomplished such that all stormwater runoff �Or'1fy Yrr ii�ff , �t v� f1c�M1�� are directed into the mining pit. Drainage from stock pile areas gravity flow into the mining pits directly, or to a swale collection system, whichdempties into the larger miring pit via 15 inch culverts. Any de-w�+�teg��c pumping dischargesfi hem before emptying into the larger mining pje it `No de- Qh ""'q z" iih watering will �fbe discharged except to a mining pit that has sufficient capacity to handle th inflow while �� J� maintaining proper freeboard, where it can infiltrate back into the groundwater. ��, Dr` Hancock Creek Mine Operation and Maintenance Plan Based on pump curve data, it is estimated that the maximum discharge rate for the de -watering operation at the pit is approximately 1,000 gpm. Based on a pump run time of 8 hours per day this equates to 480,000 gallons per day. It is likely that discharge rates per day will be less as the pumps will only be used intermittently as demand for material warrants. Withdrawn water from the smaller pit in the Eastern Mine Area is pumped to an energy dissipation swale before ultimately being discharged into the larger pit in the Eastern Mine Area. Where it will infiltrate back into the groundwater. O&M Procedures The following sections discuss O&M procedures to be follq ed fVee Mi �o[rngg�Pitt activities at the site. A spreadsheet to be used as a (weeklv1,gal,n 1pec�n rtio-h c4cklisihas been provided as Table 1. The general inspection checklists will be maintained in a dedicated folder or file and kept in�ojnspite in a secure area. In addition A a qualitative inspectioniar44 anaW disc�ee'rtlsch"ar�ge are onitor ng will be conducted at the proposed overflow spillway of the larger �pit�AFSto`rrnwa�O ualftfuli alive Inspection Monitoring form is attached, The qualitative inspection monitoring form is to be completed weekly and during any storm event greater than 0.10 inches and will be kept on file on site. If no discharge occurs during that period, (which is expected, given the pumping rates, pump run times and receiving pit size), the Form shall be filled out as "no flow," De -watering Discharge If a meter is present it should be read and recorded to document discharge rates. If there is no meter present to monitor discharge rates from the smaller mining pit to the adjacent pit, the discharge shall be estimated based on the de -watering pumps performance curve. This, coupled With run times recorded from the hour meter at the pump shall be used to determine discharge volume, along with the dates and times the de -watering pump is in operation. Groundwater Monitoring If in order to monitor the effects of pumping of the surficial aquifer on the surrounding area, monitoring wells may be installed, based on the infrequency of pping and pumping rates, the wells are not proposed at this time. If in the future they are required the hall be installed in accordance with all applicable rules and regulations, located both horizontally and vertically to State Plane coordinates and NAVD 88 elevation respectively. Water levels in the wells would then be measured from the top of the PVC casing monthly and recorded on the weekly inspection checklist. Wetlands/Surface water Monitoring The wetland areas as well as surface waters in proximity to the mining pits shall be visually inspected For signs of vegetative stress or abnormality, and water level and flow within the tributary to Hancock Creek shall be measured on a weekly basic... All observations from the weekly wetland and surface water inspections shall be recorded on the weekly inspection form. J i' Operation and Maintenancev r gPlanq i ©,ram ► �k '� ! d,�n 4?— Cz 1 i n S f�3� L�. s� �� MC. y -� on U� L1"k Stormwater Qualitative Inspection Monitoring a ' L1.,� I;.� r e '� O J � \ p•-4 �- [,� i Stormwater qualitative inspection monitoring shall be conducted at the overflow spillway o� a e r �C, weekly and during any storm event greater than 0.10 inches. It is anticipated that no discharge will occur QCed'S CC - from either de -watering or typical storm events, however documentation of this fact shall be provided. t' 6-,n1 Monitoring shall include descriptions and observations made at the overflow spillway and include: Color, ca Lr�j • odor; clarity; floating solids; suspended solids; foam; oil sheen; indications of sediment deposition; indications of erosion; and any other obvious indication of stormwater pollution. If no discharge occurs for that period, the form shall be filled out as' no flow." Ail weekly qualitative inspection shall be recorded on `� S the attached Stormwater Discharge Outfall (SDO) Qualitative Inspection Monitorfiorm and kept on file ere c� on site in a secure area. If obvious indications of turbidity, erosion or sedimentation are observed, i�n��tn-•talk appropriate actions such as maintenance or other required measures shall be taken to protect the waters +_ +o.r e) of the state.? �. t Stormwater and Mine De -watering Analytical Monitoring, % \ 4e V, +^ C_ e', S C- r I Stormwater analytical monitoring shall be conducted at the overflow spillway ser� nnually during a 5 � a s representative storm event or mine de -watering that causes discharge. If no discharge occurs, the State ` �f will be notified semi-annually that no discharge has occurred. If required, samples for Settleable •� �G=I fJ'�� Solids and Total Suspended Solids shall be collected and sent to an offsite laboratory for analysis. Field measurements of turbidity shall also be collected at the outfall during these events. Total Rainfall, Event Duration, and Total Flow shall also be recorded on the Stormwater Discharge Outfafl (SDO) Qualitative Inspection Monitoring form. Semi-annual analytical data and rainfall data will be recorded on a Discharge Monitoring Form and kept on file on site in a secure area. If any parreter benchmark is exceeded for a semi-annual event, a Stormwater Exceedence DMorm will be forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. If required due to a discharge, analytical results for the semi- annual events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ office by March 1 of the following year, Semi-annual stormwater samples shall be collected between January 1 - June 30 and July I - December 31, with a minimum of 60 days between sampler. In addition to the semi-annual stormwater monitoring, quarterly analytical sampling must be conducted at the outfall to monitor general effluent quality from the de -watering activities, should a discharge occur. Samples are to be,collected and analyzed for pH, Settleable. Solids, Total Suspended Solids, and Turbidity. Total de -watering volume for the date of sample collection must also be recorded. Quarterly effluent analytical data shall be recorded on a Discharge Monitoring Form and shall be kept on site. However, if any parameter limit is exceeded, or a violation is found for any event, an Effluent Exceedence DMR form will be forwarded to the Regional DWQ office within 30 days of receipt of the analytical data. Analytical results for the quarterly events will be compiled in an Annual Discharge Monitoring Form for submittal to the Central DWQ office by March 1 of the following year. Table 1 Hancock Creek Mine Weekly Inspection Form Date Weather conditions and temperature Operator Pumping Rate. Pump Run Time Total De -watering Volume Comments Weekly Precipitation Discharge at Overflow Spillway Comments Wetland and surface water observations Stressed Vegetation Aancoc INN Comment Water depth in TributaryA Creek Comments/Notes Stormwater Discharge Outfall (SDO) Qualitative Monitolring Report Forguidance on filling out this form, please vish: hlEha/hZ+a.en�'.st,ite.nc.us/suli=i�anis thzcunicnts.hun# t�iisCfi�rii�� Permit No.: NICI I ! 1 ! l l ! Facility Name: Countv: Inspector: Date of Inspection: Time of Inspection: Total Event Precipitation (inches): or Certificate of Coverage No.: NIGGIJ I 1 1 l�l :Phone No. Was this a Representative Storm Event? (See information below) ❑ Yes ❑ No Please check your permit to verify if Qualitative Monitoring must be performed clrlring a representative storin event (requirements vary). A `Representative Storm Event" is a storm event that measures greater than OJ inches of rainfall and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no precipitation. By this signature, I certify that this .report is accurate and complete to the best of my knowledge; (Signature of Permittee or Designee) 1. Outfall Description: Ourfall No. Structure (pipe, ditch, etc.) Receiving Stream: Describe the industrial activities that occur within [lie outfall drainage area: 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light. medium, dark) as descriptors: 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells str6ngly of oil, weak chlorine odor, etc.): Page l of 2 SWU-242.112608 4. Clarity: Choose the number which Crest describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 1 2 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the storrnwater discharge, where I is no solids and 5 is the surface covered with floating solids: 1 2 3 4 5 6. Suspended Solids, Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: 1 2 3 4 5 7.. Is there any foam in the stormwater discharge? Yes No 8. Is there an oil sheen in the stormwater discharge? Yes No 9. Is there evidence of erosion or deposition at the oufall? Yes No 10.• Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition maybe indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 c 4H1 [ 1A`, , InGn.1 '�� i`L'tE� ' 91�C ih� !, r t ' -ti ;"''•'. :r ::! .t, •,r 1, •'r ,.. ♦ - a- , : 2 +- - _ e.._ Y '�' ..1._., _- �.-. .. _ -- •�z•-� ._ _�. ,_a_.<y.__ - aa. ___I f..,: �_.+ai Y .I ;� ,..,f =. . . .- �iar��r-: ~�� _ PERMANENT VEGETATION TF 1MEWMAK I VEGETATION SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 - MARCH 31 SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE BAHIA 50 LBS. RYE GRAIN 175 LBS. COMMON BERMUDA 50 LBS. (UNHULLED) F�J1LI� 10-10-10 O 1(iO0 LB/ACRE GERMAN MILLETT 15 LBS. FESCUE 20 LBS, �.0 FFRTII IZEE 26-13 13 O 5()0 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPH NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL, MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL - GENERAL• - FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TF_STING. - MAINTENANCE. SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WI-L. KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS N®ED. E RILLS AND GUWFS DEVELOP, THEY MUST BE FILLED IN, RE --SEEDED, AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. � VW AWARDED) WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTILIZED. MULCHED. AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY PRODUCTIVE STANDS. C S -r S 1. SON_ EROSION & SEDIMENT CONTROL PLAN NOTES; a) AREA TO BE DISTURBED 15 (+/- 65,076 s'QFT) +/- 1.494 AC. b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN THIRTY DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SING DATES (APR. 1- SEP.30)TKiEN TEMP- ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD. AT WHIC3H TIME PERMANENT VEGETATION SHALL BE ESTABL:ISIHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. do TEMP. SEEDING SPECS THIS SHEET). a) IF EXCESSIVE WIND EROSION Ot STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF ALT, CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL NEARLY BE INSTALLED AS O REM BY DIGN EER SO AS TO PREVENT DAMAGE TO ADJACENT SEE SLT FENCE DETAIL THIS SHEET. d) SOIL EROSION AND SEDMENTARON CONTROLS TO BE INSPECTED. MAINTAMNED AND REPARED AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED. e.) CONSTRUCTION SC HEDUIE 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2) FLAG AND/OR ROUGH STAKE WORK LIMITS. 3) HOLD PREOONSTRUCTICIN CCNFE'RENCE ((11W, CONTRACTOR, ENNGII NEFR, AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WICK PRIOR TO START OF CONSTRUCTION ACTIVITIES. 4) INSTALL SILT FENCING A LOCATIONS SHOWN ON PLAN 5) COMPLETE CLEARING AND GRUBBING PROMURES. 6) GRADE SITE ACCORDING TO PLAN ALL EROSION & SEDIME NTATION CONTROL PRACTICES WILL BE INSPECTED MEEKLY AND AFTER HEAVE RAINFALL EVENTS. NEEDED REPAIRS MILL BE MADE IMMEDIATELY. W n r. RICK WEBB 176 WINDCHASER WAY MOYOCK NC. 27958 1521 NC 101 HIGHWAY Deed Reference: Tateway, LLC Deed Book 2743, Page 169 Tax Parcel Numbers 6-222-015 & 6-222-10000 Ma References: Department Of The Navy, Atlantic Division Boundary Line Survey Of Jack P. Huddle, ,lack P. Leavel, & William Taylor, A Partnership; Goldie Dove Armstrong Plat Cabinet E, Slide 245. Unrecorded Mining Map of Hancock Creek Mine, By Suitt & Associates, PA. Dated: 01 /26/1998 Unrecorded Survey for East Coast Abatement Co., Inc., By Suitt & Associates, PA. Dated: 12/01 /2004 Area by coordinate computations. LINE TAIL LINE BEARING DISTANCE 0 N24.07'56 35.22' L2 N05'5eO6'E 1.OS L3 N76'52'36'E 9.44' L4 N37'14'06'E i53.11' L5 N71-11'53"E 1D1.5r L6 N5937'53"E O5' L7 N34VS'43 11, L8 N6 3 .24' L9 N 134.E ' LID N87'34'21'E 29,02' L11 N4476'2 'E 103.84' L12 S73'4Y53'E 83.74 L13 N ' L14 S7T4704 1 L15 S017 ' 6.44 L19 S27'S4r32'W 24.69' L17 '16'W 1 .10' LIS S09.45'38 61.56' L19 S38 O1'56'E 1 62' L20 S16'18'33'W 81.21' L21 S63.32'17'E 243.13' L22 2'45'28'W 158.6s L23 S55'20'10 4 ' L24 'W 9 225 N71-19' 8'E 89.68r L2e S23 38'56 178,75' L21 N8O'40'19'E 219.99' L2! 49' 260. L29 SOT36'2 32' L31 S464W53'W 9.17' CATEGORY: TAILINGS / SEDIMENT POND AFFECTED ACREAGE: 0.0 ACRES STOCKPILES 2.39 ACRES WASTE PILES 0.00 AGES HAUL ROAD 1.23 ACRES MINE EXCAVATION 31.53 ACRES OTHER 0.82 ACRES TOTAL AFFECTED AC. 35.97 ACRES TOTAL PERMITTED AC. 4&85 ACRES ....------- .. .-.. __ ._ . ..,.-." - , .. - ice- - - ^ .I , S �- k... -_ i I - < I -�I I ��I -- . �' �7 \'� H nc -._--_�\ - .... . - - , . _ _ _ I W a I r L� 9 '1__ f �-•_-``• Qck - Cre, ""` --� t - '� '' -, - . , - - ... , " . < . _ 1 ...__ -\ 'ter � LWsed 4 7B� � �`�``�•-•-'�' ' � _ " � I leszko Gar15b r.�ctal►i Inc - I �` �r \1 i 60,, P� f ` % �' c�,it�d 5ra 6�J1✓B/i'Zri1B/It I i -� j S I a 1 � 1 11 CL 1 1 The .biel .-f: ,1 r-onlly L#nfted P I.IeedrF 15�f7, Pale l� a �\ W \ / � \ �-.- -� �� r✓ '�--- -'.- - �_ 1 '. 1 SEE BLOW- iTP DETAIL SHEET ,g _ �` /� r'� --- S _' - _ -_ �. . s ... ��r -.. IL I `� r _�\ i j � --1-- -- � f .� _ _ �_ � t 25' U o � i _I .,� � � � s\ L23 �- _ ; ; ; r/ \ �...�...��` /' �--- . ndisturbed l u ffer , _, �, Ill - __ --�- - - - 2� ^ `V �� r _ __ '9 Q E '~� _ • -S 6 - d > _ , , \. _ x�� - R r .. - r. -' w, STURBED AREA. 15, 3 1, 3 e (DI sf.) J y. ' PROPOSED L1M1 - _ - - � OP DDiS7URBAN� �\g� ._- - _ _.._ 3 .-_..: - E -.-�.- I . _ h 0 _- i , -_ - '- - �,� . . ffer - . -.-__. , r _ . Eastern Mine Area • .-.._...-.. _ .. .. -.-------•- , ,�,_5 -. __ _-._.__-- __ _ _ _.. ___. 4 188 ACRES - rbed � \ - .• . ( D-ETAIL - - . ••t ` - .. f 1 , -'f+ROPOSED SILT FENCE 4 i _ SEE KfT C2 • t ) , , •..II,..r•rwl E�,1•e•EIIE.IMI•li - .- .__ __ / ... - ' . " . 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'- __----..._ ��_-____,r '-.«.__ _.�___�____� -___-ia-_.-��:.,:�...---.::�� --'- -- �� -,..�_._ r -jam - !• ,.__. -. .._.._ _._.._._._._.-._. ._._._._._._._._.x-. _ _.�._ T _._. - _ _ - - - d , �, , --'.: 1 _ ... _ _ _ ^� ____ = _ - .. _ © lni*t W _ . _ hiv�wt In 4. � � _ ;--_ _ _ _ _ -- - - - - _ _ -- - - _ _ _ - - - _ _ - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - _ - _._ �.� _ .-.�. _'__ ---•-•-----•-•---.-._--._•••-___--------•'-•-•-•-•-•-•-•-'•--•-•-•-•-•-•-----'-'-----•---•-•-•---•---.-.-.-.- .-.-.-.-._._._.-.- -.-'-.-•-.-._._._.-._.I - �� PROPOSED GRAVEL �T PROP RAVEL - - - 4 T -t , _- ^� � -- « �. _. ; ;_. _. _ - NC Ili way # 01 - 100P Pu lic R/W � 22 r - OSED G r _ `-- " CONSTRUCTION ENTRANCE •7 Kaye It In N.01 COI+ISTRUCTiON ENTRANCE �117 /..FI ..�'"" `1 i (SEE DETAIL SHEET C2) .avement ` - _ _ - - •�X Gvlvert - _ _ - - _ - - - - - - - (SEE DETAIL SHEET C2) ;; -.,; ,;,. B �// E te// I �elr r�4 err I � \ � � � �� � f .� . � ��>flll u�err .� 1' 1 \ � zx.7 � � l > I P AW e� c r 1 v 1 E � � t 1 � . , /// 1 i 1 r.�xt � vrr rrnf t / - Lc xtj§ r rrs rNanhs H/ 1 1 .. % s E -, 6r \-i 1 I I�r,4/�, re,� I l I I ce.. e. I �1 M> I '► `° I I P� 4 1 g rn `{ I LESND I 14�0 I \\ l a I i Irfew61 i$, I i 1 .R r Qf� 'a \ 1 o I I 1 ate/ �\ �. h I I I I5 I I i .:,14 , ;, I, I PROPosm HAUL R AD I I 1d .zs ` a� I v I I I I I 1 aF . j -iO ,� . n° j I 5 '.: 1,1 =I t : . �' , a PROPOSED ASPHALT SURFACE I I I \\ 1 I I I I ���(���[/]+ I I �` � -. I \ / A `y ' ! I I I I� € i K��� I �. I I I PROPOSED LIMITS OF DISTURBANCE r L - J GRAPHIC SCALE PROPOSED SILT FENCE �E--W)f -- a o W 1GO PROPOSED FINISH GRADE �IMM �� SEE SHEET C2 FOR DETAILED GRADING LAYOUT �� ( >N I ` EXISTING CONTOUR y..._^.._ -� I SSu-e �=+ �rG I�e�� (�s7� �iS-a�o p1 ` ; a ks._.._ _ __ _ z - p � - 1 inch - 80 ft, 'fi .. : - 11 - .. w i i I 1 ti . s^ / Vvi 1,� 0 >� Cl, ! 1 U 6 -- � r: S e [ram j' z % -2 K L_ 1 1 + 1-J - z O i= CL rx 0 W a W a c O z U ul n , ^ N U s -ai1i q V1 . Cr^, D a sc a� o E zQ. H w o �WNo 0 w 0 z3 ON M I1►Uyy I 2 1� 1 # W W- 2 Y O at O Wa U� �,j " o "`i � .* n � H x n WaaT �" � N Os W�� r� •4 0 .. w � w�a al n a N rl :.1 U E, z z Y N W s N W� 1 zYF. ti�i O N a ,� y1� �zp=Wm Q 0 z d � -4 �I z �1 H � UC 3E Project # P10015 Designed 8y: ' ' VIEW Drawn Syr . VEw DSN Checked Byr VEW Issued Date: 10 27/10 SHEET NO. OF-. 2 SHFE' I • T - - -, -- �} �d 11PPrv,j6_� �t"�.-C' T 1 17�I f. 1 I i. r I ,4 T (T ' f T j T- TS "f ��.,4 . j l ". r-__'-ram- ..,T-' '_ .-•' -rT i.• T-: - $ f 161 I `I� 6 dI C i W }i r t 1, - f' ' el f,' e y J� ,, :: y I .a{ 1' .t 1 E t �: k _� } ' l it J 3;I j in: ,.[-4, ,1 1'`)1 +' °' 1 S r+ ''`e `iI Q 1 it f ' ri I'1 I, I , i 1 'I I ' , 1' .. ! 41,1, ill 1 yl , 1 > 4 i r E a, _. �I �1I '! . 1 ! , F /. S t ; 1,,}�: .. .. . t .. . , .. , .., , . -. r. 1'. .!,' 1r4�'i'. r . . ... U Ni Q z W 2 z 0 z W z E7 z w Y Ix 0 z 6 ✓ �: j \ ti VC0\;3r\ % � j • GRADE BERM TO MAINTAIN 2' OF FREEBOARD 4 h \ STONE EMERGENCY -SP "kky / -- .--- -6 , ----- PR------------- OPOSE OVE)iFLO�N / DETNL ,1f�IS10 , - " l rt Urt :23 t I r , i 1' ,''7' ---•y...—...ems.. =�i / C r i / l f _ lN(ate . J ,O P - r i - I -- / i i / f H i 1 / t i p J l � , I / „ •� _ .5toc ik s l rTT. l (5 / I / 11546 5F. rive I / Q� �i Lr-=:- r r _ a. 8 : y T__- _ _ i� i^ 4. l `•. \' 5toe /le ` _ _lld'1' 13` - . —: ... ... EXISTING MINE AREA :'_ .' _� = _�-, . ' " _ - �....- - - - - •.�.r�.� .'' . . _f�. .iUNPAVE4)) , . . . j %O/750!l 284sF. t -L _ -r_ r lie _ �- :. ,� .,_--------------------------.,_..-..---.._..-..�.-� " gavel 5ioc = = ... ......... IBr/c NC DOT/ 5 OR #57 WASHED STONE FILTER CLOTH 20% PIPE BURIAL FOR AQUATIC CROSSING AS PER DWQ PLAN HALF DIAMETER OF PIPE 12' WHICHEVER IS GREATER SCALE: 1' mr3-:r,7—r#7LiTF19 gg I I, I U Ir INVERT OF.,STREAM I.& All ZCAPACITY OF PIPE CULVERTS TOGETHER EQUAL BANKFUL1 1 CONTRACTOR • 1 FIELD VERIFY SECTION STREAM ELEVATION CROSSING , u CROSS STREAM DETAIL ABC A r il•II . X;, COARSE AGGREGATE A STONE STABILIZED .., LOCATED AT POINTS c OF i h INGRESS AND EGRESS ON CONSTRUCTION PROPOSED • , I,' GRAVEL ENTRANCECONSTRUCTION MINE TYPICAL SECTION N.T.S FILTER FABRIC(TYP) Fib Ow/IAL �' \14 FI \/ w ( 4' WIDE x 8' DEEP ) COMPACTED FILL TRENCH SILT FENCE DETAIL N.T.S TYPICAL EARTHEN BERM DETAIL N.T.S HAUL ROAD CROSS SECTION N.T.S r , , � IV • _ - ' J Lr) -�/ •' � \ gybed � :'-�q� �.,Ifi/ - ,,\ TIE PROPOSED HAUL ROAR fer \\r: •'' INTO EXISTING HAUL 96AD ry•....EXISTING pv;.-apX- O ¢ ti �CI U U W tnC, 0 d G O.`N a......,,,,,.'AN La \b, \ `/%' ;' ck\ AREA .. . ` (UNPAVED)) PROPOSED STREAM CROSSING =1" �- ,u 2 6 DIAMETER CULVERTS () CA halt 1 - �—, STATION: 6+93.21- /,;' SEE DETAIL THIS SHEET) , _ % it .. , I Q 1- --_ J, kA 14 — 8' 8' i O f' � a y / 2 • a Q , /y �1 ✓P.J_t V(/G i r y 1 I \' a Z : A I \ i a l `\ _ 1, V 'PROPOSED' GRAVEL RIP RAP APRON 0 r 1 i�o f IN , N SIDES I r s I I ' \ I 1 i (SEE DETAIL THIS SHEEn \ • �� N � + s rLLJ "l w i NOTE: . a • � ! �, < I r CONTRACTOR, TO MINIMIZE DISTURBANCE, IN1.. 1.j EX ISTING STREAM AND STREAM BANK AREA IF CONDITIONS, WARRANT T 'NSTABILIZE SLOPES MMEDIATELI.USING EXCELSIOR BLANKET o.- r 3. (SEE DETAIL, THIS SHEET) /1 /" _ HAUL ROAD and STREAM CROSSM DETAIL MIN. 4, ,t )VERLAP \%h ISOMETRIC \W '>�! TYPICAL STrE NOTES: SOIL STABILIZTON 1. SLOPE SURFACE SHALL BE FREE OF ROCKS MATS /BLANKETS SHOULBE INSTALLED CLODS STICKS AND GRASS MATS / BLANKETS VERTICALLY DOWN_OPE SHALL HAVE GOOD SOIL CONTACT. 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL DO NOT STRETCH. EXCEASIOR BLANKET DETAIL N.T.S SCALE: HAUL ROAD PROFILE HORIZONTAL- 1'=50' VERTICAL- 1'=5' 5' SPILLWAY BASIN GRAVEL rM-41MUM INVERT = 6.0' FACING 1' THICK _.,.'^+ �f-, 2' MIN. 1� „" `';, 8' MAX. SPIUMAY�E CROSS SECTION UP TO TOP OF BERM ,,,,,,_ ROCK ABUTMENT NOTES: INSTALLATIONDELAY i a?nv�.' Z �L• \<c f ti `� `\ "? CLEANING POND AREA UNTIL DAM IS IN EXCAVATE FOUNDATION FOR APRON AND USE 1T1 AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION OF DAM. '' SPILLWAY CLEAR AND GRUB AREA UNDER DATA REMOVING ALL ROOT MATTER GRAY FACING CREST - FLOW --► AND OTHER OBJECTIONABLE MATERIAL GRADE EARTH ABUTMENTS NO STEEPER THAN 1:1. 019105E OF MATERIAL IN APPROVED LOCATION F CUTOFF TRENCH IS REQUIRED, EXCAVATE AT CENTER LINE OF DAY }' r EXIE DNG ALL THE RAY UP EARTH ABUTMENTS PROTECTION FROM PIPING THE ENTIRE FOUNDATION INCLUDING BOTH EARTH ABUTMENTS MUST BE C01EINm BY FILTER FAAIIC, OVERLAP 1 FT AT ALL JOINTS, UPSTREAM - .' �. STRIPS OVER DOWNSTREAM STRIP (SEE CROSS SECTION). `¢�r•��, SMODTH THE FOUNDATION AREA BEFORE PLACING FLTER FABRIC. BE CAREFUL RAM ROCK ON FABRIC, IT MAY BE HEIPFUL TO RAC: A 4-INCH LAYER OF SAND OVER FABRIC BEFORE PLACING ROCK, p EMBANKMENT AND POOL CONSTRUCT EMBANKMENT TD DIMENSIONS SHOWN ON PLANS, \ USE WELL GRADED HARD, ANWM WEATHER -RESISTANT ROCK _ ABUTMENTS MUST BE AT LEAST 2 FT HOER THAN THE HOIER SPI`DDWISTTREW CRESTCE PI,/ I M SPILLWAY FC FAFAF"DAM`�uiT PO (SEE Purl DET 1i FC DIVERT SDIMMT-LADEN FLAW TO UPPER EA OF BASIN. SET MARKER STAKE TO INDICATE CLEAN OUT EEVATION WHERE SEDIMENT POOL IS 50 x FIAT. OVERFLOWN SPILLWAY and VEETATED FILTER DETAIL N.T.S. IIaL : I,r. - — 1 . 1.5, 2' 0 TER FABRIC z V fn P 1-7 -J U ., Q U Q' c •� W -6 � rn , F- E- 3p �z W�iL �J rFlti Zo z„ O �Z' W H F- z Z a2 O U 1./� F�1 w z H z H—i > U, w S2 d E-1 Ems-+ 0 1r",{ N . � w � W i m Z F= V) W Vl Qi00 �0x Fy O� VFWLd �aa; y-• $` Ld Z di ad �m = w 0 TVs Project / P10015 Designed By: VEW Drawn By: VEIN DSN Checked By: VEW Issued Dale: 10 27/10 'SHEET NO. C 2 OF: 2 SHEETS z 0 a VI W 0 l T,r wr1�tQ `F: „"11 li 1 _ '- _'_` `�i. y111''i-1 _ - - ' 1 ,la. •,1 ,) I r ` - S t t 1 +J. i�•({ i t 5i•, i ,. -- -. .. - `1_. - ,. . .J..,, .. ., . , .. _ .,... f r 'I..'._j LE i,!.L 1'l i.,,.::' .!. et _ J I. -L i- -e_.. \ I a ;z� '••"Ill. 1 a. W� ibi) Z I 0,() 50 0 Wa '40 [9 zz &�1 wa Z (3 0 6<, Y N 2- z�' I1 PE�,�� TAT ON SEEDING DATES: APRIL 1— SEPT 30 SEED MIXTURE APPLICATION RATES/ACRE BAHIA 50 LBS. COMMON BERMUDA 50 LBS. (UNHULLED) GERMAN MILLETT 15 Las. FESCUE 20 LBS. EM-nLIZER 26-13-13 O 5O0 LB/ACRE MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL A DISK WITH FADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL 1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES, a} AREA TO BE DISTURBED IS (+/- 07.397 SQFT) +/ 2.006 AC. b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STAMM WITHIN TWIN DAYS OF LAND DISTURBING ACTIVITIES. IF SAN) ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR.1- SEP.3o)7HEN TEMP- ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WFICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & MAP. SEEDING SPECS THIS SHEET). MLILQj a) E EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL SEE SET FENCE DETAIL THIS SHEET. GENERAL- - FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING. - MAINTENANCE: SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COZIER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTFERNSE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED. THE MORE COSTLY THEY BECOME. PROMPT AC710H VOL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS Imo. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED. AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (ATM MAL M Is AWAM WEAK OR DAMAGED SPOTS MUST BE RELIMED. FERTNIZEO, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZA11ON MAY BE NEEDED TO MAINTAIN PRODUCTIVE STANDS �� IXIMI AL 1_)1ak SPECIF ,= d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPA1110 AS NECESSARY UNTE PERMANENT CONTROLS ARE ESTABLISHED. e.) CONSTRUCTION SCHEOL L 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2) FUG AND/OR ROUGH STAKE WORK LIMIT'S. 3) HOLD PRECONSTRUCTION CONFU04M (OWNER. CONTRACTOR, ENGINEER. AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES. 4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN 5) COMPLETE CLEARING AND GRU88MRG PROCEDURES. 6) GRADE SITE ACCORDING TO PLAN ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS MILL BE MADE IMMEDIATELY. -- - I M � � is . :\ -� C~k I ___'__--- --------------- I , I I t 1: 4% : . . .---- ---- I 1 ; i \ .. L? 9 ..._..._... --I � % 1� I — ��..._ . - _ _ _ _ _ - - - \ ✓' ` �"'� 'tl \ : 1 Gteszko GDr15t✓luct>Ior� Irac �• liiavk 960, Page thW states 6eVertrflMt I I . <<A, �=' 1 � _ .� _ _ 14tot,Eona'l Farest I „n.: '\ )weer_ RICK WEBB 176 WINDCHASER WAY MOYOCK NC. 27958 1521 NC 101 HIGHWAY Tateway, LLC Deed Book 2743, Page 169 Tax Parcel Numbers 6-222-•015 & 6-222-10000 Map References: Department Of The Navy, Atlantic Division Boundary Line Survey Of Jack P. Huddle, Jack P. Leavel, & William Taylor, A Partnership; Goldie Dove Armstrong Plat Cabinet E. Slide 245. Unrecorded Mining Map of Hancock Creek Mine, By Suitt & Associates, PA. Dated: 01 /26/1998 Unrecorded Survey for East Coast Abatement Co., Inc„ By Suitt & Associates, PA. Dated: 12/01 /2004 Area by coordinate computations. SEEM �y 1 IIIIIIIIIIIIIIIIIIIIIIII a + : 10 ©K TcT-7777IIlIIFTTW ®RM0 r7m Elp- Im ©MIMM71, +, ."77, 3 W, i 7771 IIIIIIIIIIIIIE' 7- + 7 01100 IIIIIIIII�� ®WM77"MEMS ®i mr-am y[7- I= ® y :YI_ 1 1 NIORNIIIIII 7727 NOIR1011111 _TI : am I011111KINO -� s ©OF-SIM ©F-ErM7.1'"MM NKRM -x �© OI0KOO1W,M7VjV = ® +r�M 0 F.TJ PW 1 1. \ /,'• SEEDING DATES: OCT. 1 — MARCH 31 SEED MIXTURE APPLICATION RATES/ACRE RYE GRAIN 175 LBS, EERTILUM 10-10-10 O 1000 LB/ACRE sAMGORc TAILINGS / SEDIMENT POND STOCKPILES WASTE PILES HAUL ROAD Aff= ACREAGE 0.0 ACRES 2.39 ACRES [i&INr1*ij*i 1.23 ACRES MINE EXCAVATION 0.00 ACRES OTHER 0.82 ACRES TOTAL AFFECTED AC. 35.97 ACRES TOTAL PERMITTED AC. 4&85 ACRES r . � I ','., `� 1 ..`..._ Hancock 1 ,•'" i' �" _ Creek Faw* 1_kwted Portiiaer i / - ,.. Lied &vk I.s47 Ag �...•� _..._i .... \ i i \` r.. ` �: � \ k-- / /' ... .../' : �/ a J �: \ N . .. I I . - � *. ... . ... '... . . 125' Undist / %fi 1. "-._O�: '_" .11-1", &///." := , '' , " ,�_-_ - k. , . * ,-&44K _-- . I / ` / \ / ;fir.. eIll I 11%. __001 _. - . � , I , '1� , I N \ - _%� W`'° _ •• ': :, 11. w.wwwrr� +��msft.� ( .. "_ t1 A1,_,"11.: �.._�_- �� ,Unapt ', �J - , » ..ram 2. 2 _''.� . - , w 12 _ - PROP-0S� LIMITS 5- - - \ `' - / _ V - - - - - - - _ _� /' 546�9 D _ - i j t - - - - - - -1 OF DISTURBANCE - - - - - - - - a3 . - ':v_' ��V - - ^ ' - 0 ; ,�%r ` - - AREA: 17,970 af.) _ - 14' �- ' _— ----� /, ----- ---" ,- t ��// I -___-_ _____---_� } Jc-• __-- - - ti 50 ,Und to ed; Bu.�;�-=. - ..---- -.-- ..�,,, ,: , a - -E43 astern Mine Area • f , ,..�,..,...�... _i , - _ _ -- -- -- t . , - - - - - _ - PROPOSED SILT FENCE # C3: �U " ACRES' - - - - - - - _ _ � `, \\,-. ' i (SEE DETJ4li-S{1EET C2) /'"`.,-/'- - _- - _ ` 6 _ , _ ,11 : , ° • - - ' " - SEE P DETA�� - SITEET - A \ `r _ - - �-. _ _ _ - - _ - _I t, r , , - - - y \� J� , - - �_ ' ` ...,,� » ° ``,,,,,,-«�..;r PROPOSED L 11r«ITS - _ ! . _ f /. - -- , t°- . 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'`e� — �..d •—" � ~��!_ ° ` ` � � a �d s ' ' j�dd r /j 1 i � /F F f I i � � f` { F F �1 i'-�. _ —-f11�.- �' '__ -' ~ ��ir {•� � _ � , /' !f �P's , .1 kss l5tockpllej MertGit3-'�: �`��� �f -Gravel �� 'N 11,546 - _ - - _ - A ks\ lStoc�p1 e Du fyh► I (Dj in di %] 4 y J •�' ~ `� , ' ------------- -507d j� (yI f _ .»!— '. ♦ "� p _-. 1. - r'r = µ {- oc _ i% N T _ �j''�. -- ' - - -- xr � , 13 -� - ." r EXISTING -MINE -AREA- " - � ! !• ;- __ �8� �1` _ .- _ - - - - _ _ _ _� ,ail .� - . I. . %�4/p5G�%C j - I '• ( ( �� _5tot --•---r�_.=.._.._.._.._.._.._.._....._.._.._ 'yam:....... I^"ave/ 5tQGlyc�ile -f -- -- t j f '��r 4✓�� - g 4 F DEWATE 0 PIPE and OVERMW S 16.UCI M DETAIL SCALE: 10-50' NC DOT# 5 OR #57 WASHED STONE FILTER CLOTH —' 20% PIPE E>MAL FOR AQUATIC CROSSING AS PER DWQ PLAN ONE HALF DIAMETER OF PIPE OR 12' WHICHEVER IS GREATER INVERT OF DNIING STREAMS-) 1.20' INVERT OF PIPE o 2.4' CAPACITY OF PIPE CUILVERTS TOGETHER EQUAL BANKFUL FLAW O SECTION CONTRACTOR qua VERIFY STREAM ELEVATION AT CROSSI14G STREAM CROSS DETAIL N.T.S _0'W ISOMETRIC VIEW SOIL STABILIZATION _ e1� ."C' C/ r . r � I P f � ` '� ^. _ `� ` ' .o, fr ` S € E � I r � - .. `�'\ �1� 7f . r� ✓ \ ` t� �- ✓ J T 1rti.zti J _ � _ � I , )� ` f J J J r �/ it 'I 1 � '1 F � ! � t � .. e � s •-\�\ w ` ` � \� � ` 1 ,� _ � t TIE -PROPOSED HAUL ROAD INTO EXISANG` HAUL,ROADCl ' �. '� A .. — .�`\• ~lirr'J JJ I f' 7 t ! E s 3 1 ,. } , :;�� �`` `-" °,°",, t! �' .'\,(\ Q = N G� N Lo7 U 0 V) ti ,,•,'''� Room 1116P0•`v. , - '• as e 3 - f E i E F 1 f:• ' , ' :_, , , -� } i rE `` , , ` EXISTING ' r r , E € i + d s i ` r ,� a \ . ` F ' ` ,,` •MINE . , AREA ' t 1 -_ _',. .: _••••? , r f7 , `� S F F PROPOSED STREAM CR ', ` •, F _ ' ' ` /•45 fra/t 1 F r , 'E •fir � `, —��. : ', j, i 1 ;t �'. T,4 'S �,' c* ..� - _ (2). 6■ DIAMETER CULVERTS N ` \ ', 15f. r d .. ., a - DETAILi , / 4 _ 11 frl/f'/ I//fj �fJfj-747 I � ` ' ' Invert 6011 C �`. _ ~ •. v , Invert -In 6_1' � • ,� -IOC`. d /� f � • " '� ` _ . �•' U \�f1 `Yl..'• / ft d r' -�,� 7 i � � of fff I E f i 4 1 i' A ,1,° i�\ 1 jl 4" QP t/.W /i� 7 I ( / 9 `-•: ` i ' {y�r / T tG l - J } f 3 X �r [ .. - t ,+� t ` iil= _ _ Yy� 1 ( 7 1I �• j € \ , , A , 5`�' _ 4 ` ` '``tip'• � , ^ 1':�rl. ' , s° ` , " ` ` E 3 (� j i e�,•• f 1r = NOTE: CONTRAC`TOR,, TO MINIMIZE` DISTURBANCE, IN ��• EXITING 'STIt" AND STREAM BANK AREA ; STAB ILJZE SLOPES IMMEDIATELY, USING EXC4SIOR ,BLANKET IF CONDITIONS, WARRANT ^o 16 _-HAUL ROAD and STREAM CROSSING DETAII, MATS / BLANKETS SHOULD BE INSTALLED VERTICALLY DOWN SLOPE NOTES: 1. SLOPE SURFACE SHALL BE FREE OF ROCKS CLODS, STICKS AND GRASS. MAPS / BLANKETS SHALL HAVE GOOD SOIL CONTACT, 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH. EXCELSIOR BLANKET DETAIL N.T.S SYNTHETIC FILTER FABRIC(TYP) SCALE: 1 "=50' vorrAr rAoFlffaW ovnv nv�n�n STONE CHANNEL APPROPRIATELY SIZE CONCRETE SPREADER 20' T FLARED F]NDSE1-19% FLARED FILTER CLOTH SECTION VEW CLASS A NCDOT EROSION CONTROL STONE 6'LX2.5VX1.5"T ■ N T.S FLARED ENDSECTION: FLARED END SECTIONS REQUIRED AT - ENTRANCE RCP CULVERT ONLY MEET 2 OF 8) = ELEYATIDNS VARY SEE SHEET 2 OF 8 CONTOUR ELEVATION MIFORMATION) VARIES CU PU(ZZE VARIES) SEE PLAN Vlff RIPRAP APRON AND PIPE DETAIL N.T.S. E\•Qw PAr# 3 INCHES OF SURGE STONE UNDISTURBED VEGETATED BUFFER '1I. I,f :' �`�� ���` IIIto 12' -u==11 t1�iF -.. MIF (SHAPED BY BULLDOZER) i NOTES: tokA, Q DELAY CLEANING POND AREA UNTIL EXCAVATE FOUNDATION FOR APRON AND USE IT AS A TDNPORARY SEI IMW BASIN DINNING CONSTRICTION OF DAM. CLEAR AND GRUB AREA UNDER OAK REMDMNG ALL ROOT MATTER AND 07M OBJECTIONABLE MA790L GRADE EARTH A8UT14]NTS NO STEM THAN 1:1. DISPOSE OF MATERIAL IN APPROVED LOCATION. IF CUTOFF TRENCH IS REQU=. EXCAVATE AT CENTER LINE OF DAM E1cNDIDING ALL THE WAY UP EANiIH ABU711ETi15. PROTECTION FROM PIPING THE ENTIRE FOINOATION INCLUDING BOTH EARTH ABUTMENTS MUST BE F- CMERED BY FILTER FABNK OVERLAP 1 FT AT ALL JOINTS. UPSTREAM V) MRPS OVER DOWISTREAM STRIP (SEE CROSS SECTION)- (L SMOOTH THE FOUNDATION AREA BEFORE PLACING FILTER FABRIC. BE CAREFUL PLACING ROCK ON FABRIC, IT MAY BE HELPFUL TO PLACE - N A 4-INCH LOITER OF SW OVER FABRIC BEFORE RACING ROCK. Li H EMBANKMENT AND POOL N 70 DIMENSIONS SHOW ON PLANS, USE WELL MUM HARD BAR, MEATM ANT ROCK AWTMENTS MUST BE AT LEAST 2 FT HIM THAN THE SPILLWAY CREST AND AT LEAST 1 FT HIGHER THAN THE DOMRSIREAN FACE OF DAM AT ALL POINTS. (SEE PLAN) Z_( 4" ODE x 8" DEEP ) LATMI SEuI 1-1.AUEN FLOW Tv UPPER END of MN. COMPACTED FILL TRENCH SSET MARKER E=Mff Poe IS 5o x MUTE cLF�w OUT ELfvATroN w�E SILT FENCE DETAIL OVERFLOW SPILLWAY an N.T.S 3 ft. WIDE STRIP OF FILTER FABRIC BASIN GRAVEL FACING 1" THICK 1 PLAN In SPEEMA RECEIVING CREEK (HANCOCK CREEK) 5- SPILLWAY MINIMUM INVERT m 6.0' 2' MIN. P 3 1-7 1 " 8 MAX. spin y OM SECTION SLOPE UP TO TOP OF BERM ROCK ABUTMENT VEGETATED FILTER D N.T.S. LEVEL ROCK APRON -ROCK APRON 1.5' MINIMUM] 2' MINIMUM TER FABRIC z 1a w ` ..� z W Z 0 Q ., U �4 W � E-� �. �oz�� �zNa o �N x �W E W4 z Z �� w W o w� x u z�m W z Q H — N r N V z n E4a V') � J 0 04 g N n � Wig H Ir Q a gill W w Z �U� Project I P10015 Designed By. VEW Drawn By: VEW SN Checked 8y: VEW Issued Data. 10 27 10 Is SHEET N0. OR. 2 SHEETS) .r3 I`I� kl• rr r�+ t ri• r jl �� ' ��; r4j,l, rl ��i'I.��i i+ifl rkt�E�, !'. �'�i_��('rr riper ii �,, I ,'Ii1A"s